CN112550635B - Template control method, device and system for deep sea ocean concrete floating island construction - Google Patents
Template control method, device and system for deep sea ocean concrete floating island construction Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 86
- 238000010276 construction Methods 0.000 title claims abstract description 74
- 238000007667 floating Methods 0.000 title claims abstract description 67
- 238000000034 method Methods 0.000 title claims abstract description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 259
- 238000009415 formwork Methods 0.000 claims description 34
- 230000005540 biological transmission Effects 0.000 claims description 30
- 238000005086 pumping Methods 0.000 claims description 15
- 239000007788 liquid Substances 0.000 claims description 10
- 230000007246 mechanism Effects 0.000 claims description 6
- 238000007711 solidification Methods 0.000 abstract description 10
- 230000008023 solidification Effects 0.000 abstract description 10
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- 238000003860 storage Methods 0.000 description 11
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- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004590 computer program Methods 0.000 description 2
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- 239000013535 sea water Substances 0.000 description 2
- 238000005204 segregation Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
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- 239000011435 rock Substances 0.000 description 1
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- 239000011376 self-consolidating concrete Substances 0.000 description 1
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- 238000006467 substitution reaction Methods 0.000 description 1
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B75/00—Building or assembling floating offshore structures, e.g. semi-submersible platforms, SPAR platforms or wind turbine platforms
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Abstract
The invention provides a template control method, a device and a system for deep sea ocean concrete floating island construction. The template control method for the construction of the deep sea ocean concrete floating island comprises the following steps: acquiring the inclination angle of a support rod piece from an angle detector and the draft of a template from a water depth detector; sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range, so that the horizontal counterweight adjusting device adjusts the corresponding template horizontal counterweight based on the angle adjusting signal; and sending a counterweight adjusting signal to the vertical counterweight adjusting device according to the comparison result of the template draft and the preset water depth range so that the vertical counterweight adjusting device adjusts the vertical counterweight of the template based on the counterweight adjusting signal. The invention effectively stabilizes the floating template in the water construction, and ensures the stability of the water concrete construction, thereby improving the solidification effect of the concrete.
Description
Technical Field
The invention relates to the field of concrete construction on water, in particular to a template control method, device and system for deep sea ocean concrete floating island construction.
Background
At present, the materials of large offshore structures are mainly made of steel, and have the problems of high manufacturing cost, high transportation cost, poor stability, poor durability and the like in the marine environment. On the premise of meeting the same use requirements, the concrete structure has lower cost than steel, no corrosion problem in a seawater environment, better durability and larger self weight, and better stability in a wave environment, so that the concrete structure has better development prospect in the field of ocean engineering and mature application scenes such as a gravity type offshore oil production platform.
However, the main construction method of the offshore concrete structure is to complete the manufacture on land and then transport the offshore concrete structure to the sea area for use by means of ship-borne or floating hauling, and the construction method has high transportation cost, and meanwhile, good and calm sea conditions are needed in the transportation process, and the available transportation window period is difficult to obtain, which becomes an important factor for limiting the development of large offshore concrete structures. Meanwhile, the main application site of the existing concrete structure is also in the offshore area, and under the trend that ocean engineering develops to the deep open sea, the hauling of the future structure faces higher cost and more complicated and severe sea conditions. The floating formworks are used for underwater concrete pouring in engineering sea areas to well avoid the problem of difficult transportation by adopting bulk freighters to transport concrete raw materials, and a feasible solution is provided for the construction of concrete structures in deep and distant sea areas.
The floating template has complex use site conditions and poor stability, and cannot be vibrated by the traditional process, so that the self-compacting concrete is used, and the vibration process is saved, thereby being a better choice. But the mobility of self-compaction concrete is splendid, and the template can produce to rock and drive the concrete aggregate and be in the motion state all the time under the wave effect, leads to the segregation of concrete easily, influences the solidification effect. There is an urgent need for a technique for stabilizing floating formworks to achieve floating casting.
Disclosure of Invention
The embodiment of the invention mainly aims to provide a template control method, a template control device and a template control system for deep sea ocean concrete floating island construction, which provide reliable technical support for overwater concrete construction to ensure the stability of the overwater concrete construction, so that the solidification effect of concrete is improved.
In order to achieve the above object, an embodiment of the present invention provides a template control method for deep sea ocean concrete floating island construction, including:
acquiring the inclination angle of a support rod piece from an angle detector and the draft of a template from a water depth detector;
sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range, so that the horizontal counterweight adjusting device adjusts the corresponding template horizontal counterweight based on the angle adjusting signal;
and sending a counterweight adjusting signal to the vertical counterweight adjusting device according to the comparison result of the template draft and the preset water depth range so that the vertical counterweight adjusting device adjusts the vertical counterweight of the template based on the counterweight adjusting signal.
The embodiment of the invention also provides a template control device for construction of the deep sea ocean concrete floating island, which comprises the following components:
the acquisition unit is used for acquiring the inclination angle of the support rod piece from the angle detector and the template draft from the water depth detector;
the horizontal counterweight adjusting unit is used for sending an angle adjusting signal to the corresponding horizontal counterweight adjusting device according to the comparison result of the inclination angle of the support rod piece and the preset angle range so as to enable the horizontal counterweight adjusting device to adjust the corresponding template horizontal counterweight based on the angle adjusting signal;
and the vertical counterweight adjusting unit is used for sending a counterweight adjusting signal to the vertical counterweight adjusting device according to the comparison result of the template draft and the preset water depth range so as to enable the vertical counterweight adjusting device to adjust the vertical counterweight of the template based on the counterweight adjusting signal.
The embodiment of the invention also provides a template control system for construction of the deep sea ocean concrete floating island, which comprises the following steps: the deep sea ocean concrete floating island construction system comprises a support rod piece, a water depth detector, a vertical counterweight adjusting device, a template vertical counterweight, the template control device for the deep sea ocean concrete floating island construction and a plurality of sets of horizontal adjusting devices;
the support rod is connected with the template and used for fixing the template;
each set of horizontal adjusting device comprises an angle detector, a horizontal counterweight adjusting device and a template horizontal counterweight;
the angle detector is positioned on the support rod piece, is connected with the template control device and is used for detecting the inclination angle of the support rod piece;
the horizontal counterweight adjusting device is respectively connected with the template horizontal counterweight and the template control device and is used for adjusting the corresponding template horizontal counterweight according to an angle adjusting signal from the template control device;
the water depth detector is positioned on the template, connected with the template control device and used for detecting the template draught depth;
the vertical counterweight adjusting device is respectively connected with the template vertical counterweight and the template control device and is used for adjusting the template vertical counterweight according to a counterweight adjusting signal from the template control device;
the template control device is used for: acquiring the inclination angle of a support rod piece from an angle detector and the draft of a template from a water depth detector; sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range; and sending a counterweight adjusting signal to the vertical counterweight adjusting device according to the comparison result of the template draft and the preset water depth range.
The template control method, the device and the system for deep-sea ocean concrete floating island construction effectively stabilize the floating template in water construction, ensure the stability of the water concrete construction and further improve the solidification effect of concrete.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a flow chart of a template control method for deep sea ocean concrete floating island construction in an embodiment of the invention;
FIG. 2 is a flow chart of a template control method for deep sea ocean concrete floating island construction according to another embodiment of the present invention;
FIG. 3 is a block diagram of a template control device for deep ocean concrete floating island construction according to an embodiment of the present invention;
FIG. 4 is a top view of a formwork control system for deep ocean concrete floating island construction in accordance with an embodiment of the present invention;
FIG. 5 is a top view of a leveling device in an embodiment of the present invention;
FIG. 6 is a side view of a vertical counterweight adjustment device in an embodiment of the invention;
FIG. 7 is a top view of a leveling device in accordance with another embodiment of the present invention;
FIG. 8 is a side view of a leveling device in accordance with another embodiment of the present invention;
fig. 9 is an internal structural view of a leveling device according to another embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As will be appreciated by one skilled in the art, embodiments of the present invention may be embodied as a system, apparatus, device, method, or computer program product. Accordingly, the present disclosure may be embodied in the form of: entirely hardware, entirely software (including firmware, resident software, micro-code, etc.), or a combination of hardware and software.
In view of the fact that the prior art is easy to cause concrete segregation and influence the solidification effect, the embodiment of the invention provides the template control method for deep sea ocean concrete floating island construction, which effectively stabilizes the floating template in the water construction, ensures the stability of the water concrete construction and further improves the solidification effect of the concrete. The present invention will be described in detail below with reference to the accompanying drawings.
Fig. 1 is a flowchart of a template control method for deep-sea ocean concrete floating island construction in the embodiment of the invention. Fig. 2 is a flow chart of a template control method for deep sea ocean concrete floating island construction in another embodiment of the invention. As shown in fig. 1 and 2, the method for controlling a formwork for constructing a deep ocean concrete floating island includes:
s101: and acquiring the inclination angle of the support rod piece from the angle detector and the draft of the template from the water depth detector.
Wherein, when the template is arranged in water, the template can be shaken under the action of wave force. Because the waves have periodicity, the shaking mainly takes the angular velocity and the angular acceleration of the template in the vertical direction as expression forms, and an angle detector and a water depth detector can be adopted to monitor the motion condition of the template at the moment. Because the template bears concreting such as concrete, construction equipment and personnel dead weight at the construction in-process, consequently the difference of total system maximum displacement and total system dead weight reduces, leads to the template draft to increase, acquires the whole draft data of template through the depth of water detector this moment, carries out draft through the vertical counter weight of template and adjusts.
S102: and sending an angle adjusting signal to the corresponding horizontal counterweight adjusting device according to the comparison result of the inclination angle of the support rod piece and the preset angle range, so that the horizontal counterweight adjusting device adjusts the corresponding template horizontal counterweight based on the angle adjusting signal.
Before executing S102, the method further includes: determining a balanced wave force according to the liquid density of the template, the liquid wave parameters and the template control system parameters; and determining the template horizontal counterweight according to the balance wave force, and ensuring that the moment of the maximum restoring force (namely the maximum self weight of the template horizontal counterweight) provided by the template horizontal counterweight to the center of gravity of the total system is greater than the moment of the balance wave force to the center of gravity of the total system.
In one embodiment, the liquid wave parameters comprise the height of the wave above the static water surface, the wave number of the sea area where the template is located and the wave height of the sea area, and the template control system parameters comprise the height of the underwater part of the template under the static water surface condition and the force arm of the horizontal counterweight of the template.
In specific implementation, by adopting the gravity wave theory, the wave force of the template unit on the wave-facing width is as follows:
wherein f (lambda) is the wave force borne by the template unit on the wave-facing width, rho is the seawater density (the density of the liquid where the template is located), and the unit is kg/m 3; g is the acceleration of gravity in m/s2(ii) a h is the height of the template under the water under the condition of water surface static, and the unit is m; λ is the height of the wave above the stationary water surface (the wave is negative below the stationary water surface), and is given in m; k is the wave number of the sea area where the template is located.
The force required to balance the maximum wave force (balance wave force) is therefore:
wherein H is the sea area wave height and the unit is m; l is the force arm of the horizontal counterweight of the template, and the unit is m. When in use
When the temperature of the water is higher than the set temperature,
when in use
When the temperature of the water is higher than the set temperature,
in one embodiment, the horizontal counterweight adjusting device is a water pump, and the template horizontal counterweight is a counterweight water tank; in this case, S102 includes:
and sending an angle adjusting signal to the corresponding water pump according to the comparison result of the inclination angle of the support rod piece and the preset angle range so that the water pump adjusts the corresponding counterweight water tank based on the angle adjusting signal.
During specific implementation, when the position of the angle detector is close to the first counterweight water tank and the inclination angle of the support rod is larger than a preset angle range (namely larger than the maximum value in the preset angle range), the first counterweight water tank is indicated to incline upwards (the template inclines upwards in the direction of the first counterweight water tank). And at the moment, the template control device sends an angle adjusting signal to the second water pump, and the second water pump pumps water in the second counterweight water tank into the first counterweight water tank according to the angle adjusting signal until the inclination angle of the support rod piece is smaller than or equal to the maximum value in the preset angle range.
When the position of the angle detector is close to the first counterweight water tank and the inclination angle of the support rod is smaller than a preset angle range (namely smaller than the minimum value in the preset angle range), the first counterweight water tank is indicated to be inclined downwards (the template is inclined downwards in the direction of the first counterweight water tank). At this time, the template control device 8 sends an angle adjusting signal to the first water pump, and the first water pump pumps water in the first counterweight water tank into the second counterweight water tank according to the angle adjusting signal until the inclination angle of the support rod piece is larger than or equal to the minimum value in the preset angle range.
When the position of the angle detector is close to the second counterweight water tank and the inclination angle of the support rod piece is larger than the preset angle range, the second counterweight water tank is indicated to incline upwards (the template inclines upwards in the direction of the second counterweight water tank). At the moment, the template control device sends an angle adjusting signal to the first water pump, and the first water pump pumps water in the first counterweight water tank into the second counterweight water tank according to the angle adjusting signal until the inclination angle of the support rod piece is smaller than or equal to the maximum value in the preset angle range.
When the position of the angle detector is close to the second counterweight water tank and the inclination angle of the support rod piece is smaller than the preset angle range, the second counterweight water tank is indicated to be inclined downwards (the template is inclined downwards in the direction of the second counterweight water tank). At the moment, the template control device sends an angle adjusting signal to the second water pump, and the second water pump pumps water in the second counterweight water tank into the first counterweight water tank according to the angle adjusting signal until the inclination angle of the support rod piece is larger than or equal to the minimum value in the preset angle range.
The water tank type counterweight adjustment is suitable for sea areas with standing waves as main parts.
Or the horizontal counterweight adjusting device is a chain transmission motor, and the horizontal counterweight of the template is a counterweight block; in this case, S102 includes:
and sending an angle adjusting signal to the corresponding chain transmission motor according to the comparison result of the inclination angle of the support rod piece and the preset angle range, so that the chain transmission motor can adjust the position of the balancing weight based on the angle adjusting signal.
The slider type adjustment is suitable for sea areas with high ocean current speed.
In summary, the angle of the entire template can be stabilized in S102.
S103: and sending a counterweight adjusting signal to the vertical counterweight adjusting device according to the comparison result of the template draft and the preset water depth range so that the vertical counterweight adjusting device adjusts the vertical counterweight of the template based on the counterweight adjusting signal.
In one embodiment, the vertical counterweight adjusting device is an air pump, and the template vertical counterweight is an air bag; at this time, S103 includes:
when the draft of the template is larger than the preset water depth range, sending a gas pumping signal to a gas pump so that the gas pump pumps gas (equivalent to a mounted floating body or a floating block) into the airbag based on the gas pumping signal; and when the template draft is smaller than the preset water depth range, sending an air pump-out signal to the air pump so that the air pump pumps out the air in the air bag based on the air pump-out signal. Control of the draft of the template can be achieved through S103.
The vertical counterweight adjusting device realizes draft stability by adjusting the difference between the maximum displacement of the total system (including a template and a template control system) and the dead weight of the total system. The draft is stable, namely the change of the draft of the total system in a preset range of the draft is ensured.
For example, the preset water depth range is [ -b meters, b meters ], and b should be determined according to the allowable variation of the draft of the template. The self weight of the template is increased in the construction process, and the draught depth is increased under the condition of the same maximum water discharge. If the difference between the maximum water displacement of the total system and the dead weight of the total system is small, the fact that most of the total system needs to sink into water to ensure self-floating is meant, and at the moment, the draft of the template is large. When the draft of the template is greater than b meters, the difference between the maximum water discharge of the total system (including the template and the template control system) and the dead weight of the total system needs to be increased, and at the moment, a gas pumping signal is sent to the gas pump, so that the gas pump pumps gas into the airbag based on the gas pumping signal, and the difference can be increased in a mode of increasing the maximum water discharge of the total system; when the draft of the template is less than-b meters, the difference between the maximum displacement of the total system and the dead weight of the total system needs to be reduced, and at the moment, an air pump-out signal is sent to the air pump, so that the air pump pumps out air in the air bag based on the air pump-out signal, and the difference can be reduced by reducing the maximum displacement of the total system.
The template vertical counterweight of the present invention may also be a series of counterweight blocks. When the template draft is greater than the preset depth range, the counterweight block can be removed to increase the difference between the maximum displacement of the total system and the dead weight of the total system by reducing the dead weight of the total system. When the template draft is less than the preset water depth range, the counterweight block can be added to reduce the difference between the maximum displacement of the total system and the dead weight of the total system by increasing the dead weight of the total system. The invention can also reduce the dead weight of the total system by draining water.
When the method is specifically implemented, the draft of the template can be adjusted by jointly using a mode of adjusting the self weight of the total system and the maximum water discharge of the total system.
The execution main body of the template control method for the construction of the deep ocean concrete floating island shown in fig. 1 is a controller. As can be seen from the flow shown in fig. 1, the template control method for deep-sea ocean concrete floating island construction according to the embodiment of the present invention sends an angle adjustment signal to a corresponding horizontal counterweight adjustment device according to the comparison result between the support rod inclination angle and the preset angle range, so that the horizontal counterweight adjustment device adjusts the corresponding horizontal counterweight of the template based on the angle adjustment signal, and sends a counterweight adjustment signal to a vertical counterweight adjustment device according to the comparison result between the template draft and the preset water depth range, so that the vertical counterweight adjustment device adjusts the vertical counterweight of the template based on the counterweight adjustment signal, thereby effectively stabilizing the floating template in the water construction, ensuring the stability of the water concrete construction, and improving the solidification effect of the concrete.
As shown in fig. 2, when the formwork is launched, the difference between the maximum displacement of the total system and the dead weight of the total system should be increased to realize self-floating of the formwork, and the self-weight of corresponding construction equipment and personnel can be borne. The horizontal stability guarantee time of the template is started from the beginning of a certain round of pouring, and the horizontal stability time is longer than the time required by the setting process of the used materials (such as concrete); the vertical stability of the template ensures that the time period should run through the whole construction process. And after the template is built and self-floating is realized, the template control system on the template is dismantled, and the next building cycle is started. When the template is built, measures for stopping water and slurry (for example, waterproof materials (such as glass cement) are adopted for sealing at the joints of the template) can be designed, and the water permeability of the splicing gaps of the template is reduced.
The specific process of the embodiment of the invention is as follows:
1. and setting a preset angle range and a preset water depth range.
2. And (4) building the template, and starting to construct on the template.
3. And controlling the draft of the template within a preset water depth range in the construction process until the construction is finished. And if the template draft is not within the preset water depth range, draft adjustment is carried out, the controller sends a counterweight adjustment signal to the vertical counterweight adjustment device, and the vertical counterweight adjustment device adjusts the vertical counterweight of the template based on the counterweight adjustment signal until the template draft is within the preset water depth range.
4. And judging whether the concrete material is condensed or not in the construction process. And when the concrete material is not coagulated, controlling the inclination angle of the support rod piece within a preset angle range until the concrete material is coagulated. If the inclination angle of the support rod piece is not controlled within the preset angle range, angle adjustment is carried out, the controller (the template control system) sends an angle adjustment signal to the corresponding horizontal counterweight adjusting device, and the corresponding horizontal counterweight adjusting device adjusts the corresponding template horizontal counterweight based on the angle adjustment signal until the inclination angle of the support rod piece is controlled within the preset angle range.
5. After the template is built, the template is launched into water and self-floating is realized, the controller on the template is dismantled, and the next building cycle is started.
Based on the same invention concept, the embodiment of the invention also provides a template control device for the construction of the deep sea ocean concrete floating island.
Fig. 3 is a block diagram showing a structure of a formwork control device for deep ocean concrete floating island construction according to an embodiment of the present invention. As shown in fig. 3, the formwork control apparatus for deep ocean concrete floating island construction includes:
the acquisition unit is used for acquiring the inclination angle of the support rod piece from the angle detector and the template draft from the water depth detector;
the horizontal counterweight adjusting unit is used for sending an angle adjusting signal to the corresponding horizontal counterweight adjusting device according to the comparison result of the inclination angle of the support rod piece and the preset angle range so as to enable the horizontal counterweight adjusting device to adjust the corresponding template horizontal counterweight based on the angle adjusting signal;
and the vertical counterweight adjusting unit is used for sending a counterweight adjusting signal to the vertical counterweight adjusting device according to the comparison result of the template draft and the preset water depth range so as to enable the vertical counterweight adjusting device to adjust the vertical counterweight of the template based on the counterweight adjusting signal.
In one embodiment, the horizontal counterweight adjusting device is a water pump, and the template horizontal counterweight is a counterweight water tank;
the horizontal counterweight adjustment unit is specifically configured to:
and sending an angle adjusting signal to the corresponding water pump according to the comparison result of the inclination angle of the support rod piece and the preset angle range so that the water pump adjusts the corresponding counterweight water tank based on the angle adjusting signal.
In one embodiment, the horizontal counterweight adjustment unit is specifically configured to:
when the inclination angle of the support rod piece is larger than the preset angle range, sending an angle adjusting signal to the first water pump so that the first water pump pumps water in the first counterweight water tank into the second counterweight water tank based on the angle adjusting signal;
when the inclination angle of the support rod piece is smaller than the preset angle range, an angle adjusting signal is sent to the second water pump, so that the second water pump can pump water in the second counterweight water tank into the first counterweight water tank based on the angle adjusting signal.
In one embodiment, the horizontal counterweight adjusting device is a chain transmission motor, and the template horizontal counterweight is a counterweight block;
the horizontal counterweight adjustment unit is specifically configured to:
and sending an angle adjusting signal to the corresponding chain transmission motor according to the comparison result of the inclination angle of the support rod piece and the preset angle range, so that the chain transmission motor can adjust the position of the balancing weight based on the angle adjusting signal.
In one embodiment, the vertical counterweight adjusting device is an air pump, and the template vertical counterweight is an air bag;
the vertical counterweight adjustment unit is specifically configured to:
when the template draft is larger than the preset water depth range, sending a gas pumping signal to the gas pump so that the gas pump pumps gas into the airbag based on the gas pumping signal;
and when the template draft is smaller than the preset water depth range, sending an air pump-out signal to the air pump so that the air pump pumps out the air in the air bag based on the air pump-out signal.
In one embodiment, the method further comprises the following steps:
the balance wave force determining unit is used for determining balance wave force according to the liquid density of the template, liquid wave parameters and template control system parameters;
and the template horizontal counterweight determining unit is used for determining the template horizontal counterweight according to the balanced wave force.
To sum up, the template control device for deep sea ocean concrete floating island construction according to the embodiment of the present invention sends an angle adjustment signal to the corresponding horizontal counterweight adjustment device according to the comparison result between the support rod member inclination angle and the preset angle range, so that the horizontal counterweight adjustment device adjusts the corresponding template horizontal counterweight based on the angle adjustment signal, and sends a counterweight adjustment signal to the vertical counterweight adjustment device according to the comparison result between the template draft and the preset water depth range, so that the vertical counterweight adjustment device adjusts the template vertical counterweight based on the counterweight adjustment signal, thereby effectively stabilizing the floating template in the water construction, ensuring the stability of the water concrete construction, and further improving the solidification effect of the concrete.
Based on the same invention concept, the embodiment of the invention also provides a template control system for the construction of the deep sea ocean concrete floating island.
Fig. 4 is a top view of a formwork control system for deep ocean concrete floating island construction in an embodiment of the present invention. Fig. 5 is a top view of a leveling device in an embodiment of the present invention. Fig. 6 is a side view of a vertical counterweight adjustment device in an embodiment of the invention. As shown in fig. 4 to 6, the formwork control system for deep ocean concrete floating island construction includes:
the deep sea ocean concrete floating island construction system comprises a support rod member 7, a water depth detector (not shown in figures 4-6), a vertical counterweight adjusting device (not shown in figures 4-6), a template vertical counterweight 9, a template control device 8 for the deep sea ocean concrete floating island construction and a plurality of sets of horizontal adjusting devices;
the support rod piece 7 is connected with the template 1 and used for fixing the template 1; wherein the formwork 1 is a concrete formwork. As shown in fig. 4, the support rods 7 are a set of crossed rods, and the length of the rods can be adjusted according to the size of the concrete formwork to adapt to different formwork sizes.
Each set of horizontal adjusting device comprises an angle detector 6, a horizontal balance weight adjusting device and a template horizontal balance weight, and the overall angle stability of the template control system can be realized by adjusting the weight of the whole template control system in a certain direction. The angle is stable, namely the inclination angle of the template under the design sea condition is changed within +/-a degrees (the corresponding preset angle range is [ -a degrees, a degrees ]), a is determined according to the allowable dimension error of the component, and the value is not more than 2. The horizontal adjusting devices are at least in two non-coincident directions and are distributed uniformly in the horizontal direction as much as possible, and a plurality of sets of the horizontal adjusting devices are arranged on the template in a central symmetry manner.
The angle detector 6 is positioned on the support rod 7, connected with the template control device 8 and used for detecting the inclination angle of the support rod.
The horizontal counterweight adjusting device is respectively connected with the template horizontal counterweight and the template control device 8 and is used for adjusting the corresponding template horizontal counterweight according to the angle adjusting signal from the template control device 8.
The water depth detector is positioned at the bottom of the template 1, is connected with the template control device 8 and is used for detecting the template draught depth.
The vertical counterweight adjusting device is respectively connected with the template vertical counterweight and the template control device 8 and is used for adjusting the template vertical counterweight according to a counterweight adjusting signal from the template control device 8.
In one embodiment, as shown in fig. 6, the vertical counterweights are mounted on the side surfaces of the formwork, and should be uniformly distributed around the formwork, and the vertical counterweights are centrally and symmetrically arranged on the formwork, so that the sum of the buoyancy force applied to each vertical counterweight to the moment of the center of the total system is zero. The vertical counterweight adjusting device is an air pump, and the vertical counterweight of the template is an air bag.
The stencil control unit 8 is configured to: acquiring the inclination angle of a support rod piece from an angle detector and the draft of a template from a water depth detector; sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range; and sending a counterweight adjusting signal to the vertical counterweight adjusting device according to the comparison result of the template draft and the preset water depth range.
The electric power of the electronic equipment of the present invention, such as the template control device 8, the angle detector, the horizontal weight adjusting device, and the water depth detector, may be supplied through a cable or a battery.
In one embodiment, as shown in fig. 5, the horizontal counterweight adjustment device is a water pump 4, and the template horizontal counterweight is a counterweight water tank 2, which includes a first counterweight water tank and a second counterweight water tank. The set of level adjustment apparatus in fig. 5 includes an angle detector 6, two water pumps 4 (a first water pump and a second water pump), and two counter weight water tanks 2 (a first counter weight water tank and a second counter weight water tank). The first counterweight water tank and the second counterweight water tank are respectively arranged at the outer ends of the support rod pieces 7 and hung on the outer side of the mixed formwork 1.
As shown in fig. 5, the leveling device further includes: and the water conveying pipelines 3 are respectively connected with the first counterweight water tank and the second counterweight water tank. Fig. 5 shows one set of leveling device, and fig. 4 shows two sets of leveling devices disposed in a crossed manner, which is not limited by the present invention.
The water pump 4 is located on the water pipe 3 and is used for pumping the water in the first counterweight water tank into the second counterweight water tank through the water pipe 3 according to the angle adjusting signal from the template control device 8, or pumping the water in the second counterweight water tank into the first counterweight water tank through the water pipe 3 according to the angle adjusting signal from the template control device 8.
As shown in fig. 5, the horizontal adjustment device includes two drain pipes (a first drain pipe and a second drain pipe) which are connected to the counterweight water tanks 2 at two ends of the same support rod 7.
In specific implementation, when the position of the angle detector 6 is close to the first counterweight water tank and the inclination angle of the support rod is greater than the preset angle range (i.e., greater than the maximum value in the preset angle range), it indicates that the first counterweight water tank is inclined upward (the template is inclined upward in the direction of the first counterweight water tank). At this time, the template control device 8 sends an angle adjusting signal to the second water pump, and the second water pump located in the second hydrophobic pipeline pumps water in the second counterweight water tank into the first counterweight water tank through the second water conveying pipeline according to the angle adjusting signal until the inclination angle of the support rod piece is smaller than or equal to the maximum value in the preset angle range.
When the position of the angle detector 6 is close to the first counterweight water tank and the inclination angle of the support rod is smaller than the preset angle range (i.e. smaller than the minimum value in the preset angle range), it indicates that the first counterweight water tank is inclined downwards (the template is inclined downwards in the direction of the first counterweight water tank). At this time, the template control device 8 sends an angle adjusting signal to the first water pump, and the first water pump located in the first hydrophobic pipeline pumps water in the first counterweight water tank into the second counterweight water tank through the first water conveying pipeline according to the angle adjusting signal until the inclination angle of the support rod piece is larger than or equal to the minimum value in the preset angle range.
When the position of the angle detector 6 is close to the second counterweight water tank and the inclination angle of the support rod is larger than the preset angle range, the second counterweight water tank is indicated to be inclined upwards (the template is inclined upwards in the direction of the second counterweight water tank). At this time, the template control device 8 sends an angle adjusting signal to the first water pump, and the first water pump located in the first hydrophobic pipeline pumps water in the first counterweight water tank into the second counterweight water tank through the first water conveying pipeline according to the angle adjusting signal until the inclination angle of the support rod piece is smaller than or equal to the maximum value in the preset angle range.
When the position of the angle detector 6 is close to the second counterweight water tank and the inclination angle of the support rod is smaller than the preset angle range, the second counterweight water tank is indicated to be inclined downwards (the template is inclined downwards in the direction of the second counterweight water tank). At this time, the template control device 8 sends an angle adjusting signal to the second water pump, and the second water pump located in the second hydrophobic pipeline pumps water in the second counterweight water tank into the first counterweight water tank through the second water conveying pipeline according to the angle adjusting signal until the inclination angle of the support rod piece is larger than or equal to the minimum value in the preset angle range.
The invention controls the water pump to fill water into the counterweight water tank on the higher side in the direction, and pumps water from the counterweight water tank on the lower side in the direction to maintain the balance of the template in the horizontal direction.
In one embodiment, as shown in fig. 5, the leveling device further includes:
and the check valve 5 is positioned on the water conveying pipeline 3 and is used for controlling the water flow direction in the water conveying pipeline 3.
When the water pump is specifically implemented, the one-way valve comprises a first one-way valve positioned on the first drainage pipeline and a second one-way valve positioned on the second drainage pipeline, and the water pumping direction of the water pump is consistent with the allowing direction of the one-way valve.
The invention can also realize the offset of the balance weight adjustment and the horizontal acceleration in a mode of combining the slide block and the guide rail. FIG. 7 is a top view of a leveling device in another embodiment of the present invention. Fig. 8 is a side view of a leveling device in another embodiment of the present invention. Fig. 9 is an internal structural view of a leveling device according to another embodiment of the present invention. As shown in fig. 7-9, the horizontal adjusting device is a slide rail system 13, the horizontal counterweight adjusting device is a chain transmission motor, and the horizontal counterweight of the template is a counterweight block;
the leveling device further includes: a chain transmission mechanism; the balancing weight is positioned on the chain transmission mechanism;
the chain drive motor is connected with a chain wheel 10 of the chain drive for driving the chain wheel 10 to adjust the position of the counterweight block according to the angle adjustment signal from the template control device 8.
In one embodiment, the chain transmission mechanism further comprises a chain 11 and a slide rail 12;
the chain wheel 10 is meshed with a chain 11, and the balancing weight is connected with a sliding rail 12 fixed on the chain 11 in a sliding manner;
chain drive motor specifically is used for: according to the angle adjustment signal from the template control device 8, the driving sprocket 10 drives the chain 11 to make the counterweight block slide on the slide rail 12.
In specific implementation, when the position of the angle detector 6 is close to the first side of the support rod and the inclination angle of the support rod is greater than the preset angle range, it indicates that the support rod is inclined upwards in the first side direction (the template is inclined upwards in the first side direction of the support rod). At this time, the template control device 8 sends an angle adjustment signal to the chain transmission motor, and the chain transmission motor drives the chain wheel 10 to drive the chain 11 according to the angle adjustment signal so as to enable the counterweight block to slide on the slide rail 12 towards the first side direction of the support rod piece until the inclination angle of the support rod piece is smaller than or equal to the maximum value in the preset angle range.
When the position of the angle detector 6 is close to the first side of the support rod and the inclination angle of the support rod is smaller than the preset angle range, it indicates that the support rod is inclined downwards in the first side direction (the formwork is inclined downwards in the first side direction of the support rod). At this time, the template control device 8 sends an angle adjustment signal to the chain transmission motor, and the chain transmission motor drives the chain wheel 10 to drive the chain 11 according to the angle adjustment signal, so that the counterweight block slides on the slide rail 12 towards the second side direction of the support rod piece until the inclination angle of the support rod piece is greater than or equal to the minimum value in the preset angle range.
When the position of the angle detector 6 is close to the second side of the support rod member and the inclination angle of the support rod member is larger than the preset angle range, it indicates that the support rod member is inclined upward in the second side direction (the template is inclined upward in the second side direction of the support rod member). At this time, the template control device 8 sends an angle adjustment signal to the chain transmission motor, and the chain transmission motor drives the chain wheel 10 to drive the chain 11 according to the angle adjustment signal, so that the counterweight block slides on the slide rail 12 towards the second side direction of the support rod piece until the inclination angle of the support rod piece is smaller than or equal to the maximum value in the preset angle range.
When the position of the angle detector 6 is close to the second side of the support rod member and the inclination angle of the support rod member is smaller than the preset angle range, it indicates that the support rod member is inclined downward in the second side direction (the formwork is inclined downward in the second side direction of the support rod member). At this time, the template control device 8 sends an angle adjustment signal to the chain transmission motor, and the chain transmission motor drives the chain wheel 10 to drive the chain 11 according to the angle adjustment signal so as to enable the counterweight block to slide on the slide rail 12 towards the first side direction of the support rod piece until the inclination angle of the support rod piece is larger than or equal to the minimum value in the preset angle range.
The invention maintains the balance of the template in the horizontal direction by controlling the chain transmission motor to move the counter weight from the lower side to the higher side.
In conclusion, the template control system provided by the invention is convenient to install, strong in adaptability and capable of ensuring the stable conditions required by solidification and forming of concrete poured on water, is fixed on a floating template through the support rod piece, forms an organic whole with the template (or a partially finished structure), detects the angle and draught conditions of the whole template through the angle detector and the water depth detector, offsets the motion of the template on water, adjusts the draught, enables the template to be in a horizontal and vertical stable state, can meet the stable conditions required by solidification of the concrete poured on water, and greatly facilitates the construction on water. In addition, the whole template control system is of a detachable structure and can be detached from the template for reuse.
The above-mentioned embodiments are intended to illustrate the objects, technical solutions and advantages of the present invention in further detail, and it should be understood that the above-mentioned embodiments are only exemplary embodiments of the present invention, and are not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements and the like made within the spirit and principle of the present invention should be included in the scope of the present invention.
Those of skill in the art will further appreciate that the various illustrative logical blocks, units, and steps described in connection with the embodiments disclosed herein may be implemented as electronic hardware, computer software, or combinations of both. To clearly illustrate the interchangeability of hardware and software, various illustrative components, elements, and steps have been described above generally in terms of their functionality. Whether such functionality is implemented as hardware or software depends upon the particular application and design requirements of the overall system. Skilled artisans may implement the described functionality in varying ways for each particular application, but such implementation decisions should not be interpreted as causing a departure from the scope of the present embodiments.
The various illustrative logical blocks, or elements, or devices described in connection with the embodiments disclosed herein may be implemented or performed with a general purpose processor, a digital signal processor, an Application Specific Integrated Circuit (ASIC), a field programmable gate array or other programmable logic device, discrete gate or transistor logic, discrete hardware components, or any combination thereof designed to perform the functions described herein. A general-purpose processor may be a microprocessor, but in the alternative, the processor may be any conventional processor, controller, microcontroller, or state machine. A processor may also be implemented as a combination of computing devices, e.g., a digital signal processor and a microprocessor, a plurality of microprocessors, one or more microprocessors in conjunction with a digital signal processor core, or any other similar configuration.
The steps of a method or algorithm described in connection with the embodiments disclosed herein may be embodied directly in hardware, in a software module executed by a processor, or in a combination of the two. A software module may be stored in RAM memory, flash memory, ROM memory, EPROM memory, EEPROM memory, registers, hard disk, a removable disk, a CD-ROM, or any other form of storage medium known in the art. For example, a storage medium may be coupled to the processor such the processor can read information from, and write information to, the storage medium. In the alternative, the storage medium may be integral to the processor. The processor and the storage medium may reside in an ASIC, which may be located in a user terminal. In the alternative, the processor and the storage medium may reside in different components in a user terminal.
In one or more exemplary designs, the functions described above in connection with the embodiments of the invention may be implemented in hardware, software, firmware, or any combination of the three. If implemented in software, the functions may be stored on or transmitted over as one or more instructions or code on a computer-readable medium. Computer-readable media includes both computer storage media and communication media that facilitate transfer of a computer program from one place to another. Storage media may be any available media that can be accessed by a general purpose or special purpose computer. For example, such computer-readable media can include, but is not limited to, RAM, ROM, EEPROM, CD-ROM or other optical disk storage, magnetic disk storage or other magnetic storage devices, or any other medium which can be used to carry or store program code in the form of instructions or data structures and which can be read by a general-purpose or special-purpose computer, or a general-purpose or special-purpose processor. Additionally, any connection is properly termed a computer-readable medium, and, thus, is included if the software is transmitted from a website, server, or other remote source via a coaxial cable, fiber optic cable, twisted pair, Digital Subscriber Line (DSL), or wirelessly, e.g., infrared, radio, and microwave. Such discs (disk) and disks (disc) include compact disks, laser disks, optical disks, DVDs, floppy disks and blu-ray disks where disks usually reproduce data magnetically, while disks usually reproduce data optically with lasers. Combinations of the above may also be included in the computer-readable medium.
Claims (17)
1. A template control method for deep sea ocean concrete floating island construction is characterized by comprising the following steps:
acquiring the inclination angle of a support rod piece from an angle detector and the draft of a template from a water depth detector;
sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range, so that the horizontal counterweight adjusting device adjusts the corresponding template horizontal counterweight based on the angle adjusting signal;
and sending a counterweight adjusting signal to a vertical counterweight adjusting device according to a comparison result of the template draft and a preset water depth range, so that the vertical counterweight adjusting device adjusts the vertical counterweight of the template based on the counterweight adjusting signal.
2. The deep sea ocean concrete floating island construction formwork control method according to claim 1, wherein the horizontal counterweight adjusting device is a water pump, and the formwork horizontal counterweight is a counterweight water tank;
sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range, so that the horizontal counterweight adjusting device adjusts the corresponding template horizontal counterweight based on the angle adjusting signal and comprises:
and sending an angle adjusting signal to the corresponding water pump according to the comparison result of the inclination angle of the support rod piece and the preset angle range, so that the water pump adjusts the corresponding counterweight water tank based on the angle adjusting signal.
3. The deep sea ocean concrete floating island construction formwork control method according to claim 2, wherein sending an angle adjustment signal to a corresponding water pump according to a comparison result of the support rod member inclination angle and a preset angle range so that the water pump adjusts the corresponding counterweight water tank based on the angle adjustment signal comprises:
when the inclination angle of the support rod piece is larger than the preset angle range, sending an angle adjusting signal to a first water pump so that the first water pump pumps water in a first counterweight water tank into a second counterweight water tank based on the angle adjusting signal;
and when the inclination angle of the support rod piece is smaller than the preset angle range, sending an angle adjusting signal to a second water pump so that the second water pump pumps water in the second counterweight water tank into the first counterweight water tank based on the angle adjusting signal.
4. The deep sea ocean concrete floating island construction template control method according to claim 1, wherein the horizontal counterweight adjusting device is a chain transmission motor, and the template horizontal counterweight is a counterweight block;
sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range, so that the horizontal counterweight adjusting device adjusts the corresponding template horizontal counterweight based on the angle adjusting signal and comprises:
and sending an angle adjusting signal to a corresponding chain transmission motor according to a comparison result of the inclination angle of the support rod piece and a preset angle range, so that the chain transmission motor adjusts the position of the balancing weight based on the angle adjusting signal.
5. The deep sea ocean concrete floating island construction template control method according to claim 1, wherein the vertical counterweight adjusting device is an air pump, and the template vertical counterweight is an air bag;
sending a counterweight adjustment signal to a vertical counterweight adjustment device according to a comparison result of the template draft and a preset water depth range, so that the vertical counterweight adjustment device adjusts the vertical counterweight of the template based on the counterweight adjustment signal comprises:
when the template draft is larger than a preset water depth range, sending a gas pumping signal to the gas pump so that the gas pump pumps gas into the airbag based on the gas pumping signal;
when the template draft is smaller than the preset water depth range, sending an air pump-out signal to the air pump so that the air pump pumps out the air in the air bag based on the air pump-out signal.
6. The deep sea ocean concrete floating island construction formwork control method according to claim 1, further comprising:
determining a balanced wave force according to the liquid density of the template, the liquid wave parameters and the template control system parameters;
and determining the horizontal counterweight of the template according to the balance wave force.
7. A template control device for deep sea ocean concrete floating island construction is characterized by comprising:
the acquisition unit is used for acquiring the inclination angle of the support rod piece from the angle detector and the template draft from the water depth detector;
the horizontal counterweight adjusting unit is used for sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range so that the horizontal counterweight adjusting device adjusts the corresponding template horizontal counterweight based on the angle adjusting signal;
and the vertical counterweight adjusting unit is used for sending a counterweight adjusting signal to the vertical counterweight adjusting device according to the comparison result of the template draft and the preset water depth range so that the vertical counterweight adjusting device adjusts the vertical counterweight of the template based on the counterweight adjusting signal.
8. The deep sea ocean concrete floating island construction formwork control device according to claim 7, wherein the horizontal counterweight adjusting device is a water pump, and the formwork horizontal counterweight is a counterweight water tank;
the horizontal counterweight adjustment unit is specifically configured to:
and sending an angle adjusting signal to the corresponding water pump according to the comparison result of the inclination angle of the support rod piece and the preset angle range, so that the water pump adjusts the corresponding counterweight water tank based on the angle adjusting signal.
9. The deep sea ocean concrete floating island construction formwork control device according to claim 8, wherein the horizontal counterweight adjusting unit is specifically configured to:
when the inclination angle of the support rod piece is larger than the preset angle range, sending an angle adjusting signal to a first water pump so that the first water pump pumps water in a first counterweight water tank into a second counterweight water tank based on the angle adjusting signal;
and when the inclination angle of the support rod piece is smaller than the preset angle range, sending an angle adjusting signal to a second water pump so that the second water pump pumps water in the second counterweight water tank into the first counterweight water tank based on the angle adjusting signal.
10. The deep sea ocean concrete floating island construction template control device according to claim 7, wherein the horizontal counterweight adjusting device is a chain transmission motor, and the template horizontal counterweight is a counterweight;
the horizontal counterweight adjustment unit is specifically configured to:
and sending an angle adjusting signal to a corresponding chain transmission motor according to a comparison result of the inclination angle of the support rod piece and a preset angle range, so that the chain transmission motor adjusts the position of the balancing weight based on the angle adjusting signal.
11. The deep sea ocean concrete floating island construction template control device according to claim 7, wherein the vertical counterweight adjusting device is an air pump, and the template vertical counterweight is an air bag;
the vertical counterweight adjustment unit is specifically configured to:
when the template draft is larger than a preset water depth range, sending a gas pumping signal to the gas pump so that the gas pump pumps gas into the airbag based on the gas pumping signal;
when the template draft is smaller than the preset water depth range, sending an air pump-out signal to the air pump so that the air pump pumps out the air in the air bag based on the air pump-out signal.
12. The deep sea ocean concrete floating island construction formwork control device according to claim 7, further comprising:
the balance wave force determining unit is used for determining balance wave force according to the liquid density of the template, liquid wave parameters and template control system parameters;
and the template horizontal counterweight determining unit is used for determining the template horizontal counterweight according to the balanced wave force.
13. A template control system for construction of deep sea ocean concrete floating islands is characterized by comprising the following components: the deep sea ocean concrete floating island construction method comprises the following steps of (1) a support rod piece, a water depth detector, a vertical counterweight adjusting device, a template vertical counterweight, a template control device and a plurality of sets of horizontal adjusting devices, wherein the template control device and the plurality of sets of horizontal adjusting devices are used for the deep sea ocean concrete floating island construction according to any one of claims 7 to 12;
the support rod piece is connected with the template and used for fixing the template;
each set of horizontal adjusting device comprises an angle detector, a horizontal counterweight adjusting device and a template horizontal counterweight;
the angle detector is positioned on the support rod piece, is connected with the template control device and is used for detecting the inclination angle of the support rod piece;
the horizontal counterweight adjusting device is respectively connected with the template horizontal counterweight and the template control device and is used for adjusting the corresponding template horizontal counterweight according to an angle adjusting signal from the template control device;
the water depth detector is positioned on the template, is connected with the template control device and is used for detecting the template draught depth;
the vertical counterweight adjusting device is respectively connected with the template vertical counterweight and the template control device and is used for adjusting the template vertical counterweight according to a counterweight adjusting signal from the template control device;
the template control device is used for: acquiring the inclination angle of a support rod piece from the angle detector and the template draft from the water depth detector; sending an angle adjusting signal to a corresponding horizontal counterweight adjusting device according to a comparison result of the inclination angle of the support rod piece and a preset angle range; and sending a counterweight adjusting signal to the vertical counterweight adjusting device according to a comparison result of the template draft and a preset water depth range.
14. The deep sea ocean concrete floating island construction formwork control system of claim 13, wherein the horizontal counterweight adjustment means is a water pump, and the formwork horizontal counterweight comprises a first counterweight water tank and a second counterweight water tank;
the leveling device further comprises: the water conveying pipelines are respectively connected with the first counterweight water tank and the second counterweight water tank;
the water pump is positioned on the water pipeline and used for pumping the water in the first counterweight water tank into the second counterweight water tank through the water pipeline according to the angle adjusting signal from the template control device or pumping the water in the second counterweight water tank into the first counterweight water tank through the water pipeline according to the angle adjusting signal from the template control device.
15. The deep sea ocean concrete floating island construction formwork control system of claim 14, wherein the leveling device further comprises:
and the one-way valve is positioned on the water conveying pipeline and used for controlling the water flow direction in the water conveying pipeline.
16. The deep sea ocean concrete floating island construction formwork control system according to claim 13, wherein the horizontal counterweight adjusting device is a chain transmission motor, and the horizontal counterweight of the formwork is a counterweight;
the leveling device further comprises: a chain transmission mechanism; the balancing weight is positioned on the chain transmission mechanism;
the chain transmission motor is connected with a chain wheel of the chain transmission mechanism and used for driving the chain wheel according to an angle adjusting signal from the template control device so as to adjust the position of the balancing weight.
17. The deep sea ocean concrete floating island construction formwork control system of claim 16, wherein the chain drive further comprises a chain and a slide rail;
the chain wheel is meshed with the chain, and the balancing weight is connected with a sliding rail fixed on the chain in a sliding manner;
the chain drive motor is specifically used for: and driving the chain wheel to drive the chain according to an angle adjusting signal from the template control device so as to enable the balancing weight to slide on the sliding rail.
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| JPS582872B2 (en) * | 1976-07-07 | 1983-01-19 | 日立造船株式会社 | composite panel |
| JPH0858683A (en) * | 1994-08-18 | 1996-03-05 | Maeda Okugai Bijutsu Kk | Floating block for afloat island |
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| CN101289859A (en) * | 2008-04-09 | 2008-10-22 | 中交三航局第二工程有限公司 | Pouring process for dock entrance large concrete in water foundation ditch |
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