CN205839794U - A kind of city integrated piping lane construction mould component truss - Google Patents
A kind of city integrated piping lane construction mould component truss Download PDFInfo
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- CN205839794U CN205839794U CN201620358068.1U CN201620358068U CN205839794U CN 205839794 U CN205839794 U CN 205839794U CN 201620358068 U CN201620358068 U CN 201620358068U CN 205839794 U CN205839794 U CN 205839794U
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- truss
- outer side
- side mold
- piping lane
- mould
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- 238000010276 construction Methods 0.000 title claims abstract description 50
- 208000015181 infectious disease Diseases 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 238000005266 casting Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 71
- 239000010959 steel Substances 0.000 description 71
- 241000826860 Trapezium Species 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000003321 amplification Effects 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 239000000567 combustion gas Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
This utility model relates to pipe gallery technical field of construction, particularly relates to a kind of city integrated piping lane construction mould component truss.The purpose of this utility model is to provide a kind of city integrated piping lane construction mould component truss, including connecting location truss and outside truss, the described location truss that connects rides upon two outer side mold tops, and described outside truss is arranged on outer side mold outer upper and goes up along its length.In casting process, concrete relative mass is bigger, when being poured into mould inside, it is easy to because the lateral stress that concrete produces makes mould itself deform upon, and at outside mould described herein when mobile, mould itself will be made to produce certain deformation, in outer side mold outer upper, connection location truss and outside truss are set, avoid the problem that outer side mold deforms in this way, improve the overall structure stability of mould, solve the modulus problem in traditional handicraft, there is structure relatively easy, easy to operate, group mould precision is high, steady quality, construction period is short, operating expenses is low, the construction infection phase is short and production efficiency advantages of higher.
Description
Technical field
This utility model relates to pipe gallery construction technical field, particularly relates to a kind of city integrated piping lane construction
Construction mold component truss.
Background technology
At present, the communal facility such as electric power, communication, water and heat provision, combustion gas, the most buried or independent block ditch is worn
Pipe, for want of unified planning designs, and causes all kinds of pipeline to interlock layout, and each supervisor does things in his own way, meanwhile, to dilatation and maintenance band
It is inconvenient to come.Annual " road slide fastener " frequently makes troubles to urban transportation and people's lives, and " sea is seen in city " threatens especially
People people and the safety of property.
City integrated piping lane construction is in the starting stage, and construction technology is traditional method, uses scaffold and wood glue plate to prop up
Mould, formwork carries out reinforcing bar binding after completing, concreting after reinforcing bar binding, and traditional method formwork error is big, and quality control is stranded
Difficulty, the consumption of materials such as the wood glue plate scrapped is big, and environmental effect is big, long construction period, and cost of labor is high, and engineering cost is big, hands over
Logical impact is big.
Utility model content
This utility model completes to solve deficiency of the prior art, and the purpose of this utility model is to provide one
The city integrated piping lane construction mould of the overall structure stability plant the problem avoiding outer side mold to deform, improving mould
Tool component truss, solves the modulus problem in traditional handicraft, has that structure is relatively easy, easy to operate, group mould precision is high, quality
Stablize, the construction period is short, operating expenses is low, the construction infection phase is short and production efficiency advantages of higher.
One of the present utility model city integrated piping lane construction mould component truss, including connect location truss and
Outside truss, described connection location truss rides upon two outer side mold tops, and described connection location truss is provided with adjustment section；Described
Outside truss is in outer side mold outer upper, and described outside truss extends along outer side mold length direction.
One of the present utility model city integrated piping lane construction mould component truss it may also is that
The described truss two ends, location that connect are provided with the assembly that is slidably connected, described in be slidably connected outside assembly bottom and mould
Side form or the fixing connection of outer side mold truss.
The described assembly that is slidably connected includes lower slider connector and upper sliding connector, and described upper sliding connector is slidably
Being arranged on described lower slider connector, described lower slider connector is connected with described outer side mold or outer side mold truss, described on
Sliding connector connects with the described location truss that is connected.The described bottom, truss two ends, location that connects is slidably connected on assembly with described
Portion connects.
The described location truss cross section that connects is rectangle truss structure or triangular truss structure or van-type structure, its length
There is adjustment section in direction, adjusts and is connected between section and connection location truss.
Described outside truss cross section is rectangle truss structure or triangular truss structure or van-type structure.
The one city integrated piping lane construction mould component truss of offer of the present utility model, including connecting location
Truss and outside truss, described connection location truss rides upon two outer side mold tops, and described outside truss is arranged on outer side mold
Outer upper goes up along its length.In construction especially in casting process, concrete relative mass is relatively big, is being poured into
During mould inside, it is easy to because the lateral stress that concrete is produced by gravity makes mould itself deform upon, and in the application
Described outside mould, when mobile, due to traveling pavement roughness or traction unbalance stress, all can make mould itself produce one
Fixed deformation, so arranging connection location truss and outside truss in outer side mold outer upper in the application, in this way
Avoid the problem that outer side mold deforms, improve the overall structure stability of mould, solve the modulus problem in traditional handicraft, matter
Amount is stable, construction infection is little, the relatively easy convenience of structure, group mould precision is high, production efficiency is high advantage.
Accompanying drawing explanation
The overall structure signal of Fig. 1 this utility model embodiment city integrated piping lane construction mould component truss
Figure；
The connection location truss knot of Fig. 2 this utility model embodiment city integrated piping lane construction mould component truss
Structure schematic diagram；
The connection location truss knot of Fig. 3 this utility model embodiment city integrated piping lane construction mould component truss
Structure schematic diagram；
The connection location truss knot of Fig. 4 this utility model embodiment city integrated piping lane construction mould component truss
Structure schematic diagram；
The outside truss rectangular configuration of Fig. 5 this utility model embodiment city integrated piping lane construction mould truss is shown
It is intended to；
The outside truss-triangles structure of Fig. 6 this utility model embodiment city integrated piping lane construction mould truss
Schematic diagram；
The outside truss trapezium structure of Fig. 7 this utility model embodiment city integrated piping lane construction mould truss shows
It is intended to.
In figure: 21: connect location truss；22: outside basic templates；23: be slidably connected assembly；24, outside adjusts template；
25: outside truss；26: angle steel；27: longitudinal steel；28: horizontal steel；29: the first steel；30: the second steel；31: main tank
Body；33, the connector of location truss is connected；34, the connector of side form truss；35, outer side mold；37: angle steel；38: upper box；
39: lower box.40: adjust section.
Detailed description of the invention
Below in conjunction with the accompanying drawings with embodiment to city integrated piping lane construction mould component truss of the present utility model
Detailed description of the invention is described in further detail.Following example are used for illustrating this utility model, but are not limited to this practicality
Novel scope.
As shown in figs. 1-7, the one city integrated piping lane construction mould component truss of offer of the present utility model,
Including connecting location truss 21 and outside truss 25, the described location truss 21 that connects rides upon two outer side mold 22 tops, described
Outside truss 25 is in outer side mold 35 outer upper, and the connector 34 by side form truss connects with outer side mold 35, and described outside
Truss 25 extends along outer side mold 35 length direction.In construction especially in casting process, the concrete poured is relative
Quality is relatively big, when being poured into mould inside, it is easy to because the lateral stress that concrete is produced by gravity makes mould itself occur
Deformation, and outside mould is when mobile, due to traveling pavement roughness or traction unbalance stress, mould itself all can be made to produce
Certain deformation, so arranging connection location truss 21 and outside truss 25 in outer side mold 35 outer upper in the application, passes through
This mode avoids the problem that outer side mold 35 deforms, and improves the overall structure stability of mould, have structure relatively easy,
Easy to operate, group mould precision height, steady quality, the construction period is short, operating expenses is low, the construction infection phase is short and production efficiency
Advantages of higher.
One of the present utility model city integrated piping lane construction mould component truss, refer to Fig. 1 to Fig. 7,
It may also is that described connection is provided with, below truss 21 two ends, location, the group that is slidably connected on the basis of previously described technical scheme
Part 23, described in assembly 23 bottom that is slidably connected be connected with outer side mold 35 or the outer side mold truss 25 of mould.The described group that is slidably connected
Part 23 relies on lower slider connector and described outer side mold 35 or outer side mold truss 21 respectively, and relies on upper sliding connector and institute
Stating and connect the fixing connection of connector 33 positioning truss 21, described lower slider connector positions the fixing connection of truss 21 with being connected,
Described lower slider connector and outer side mold 35 or outside truss 25 is fixing is connected, by outer side mold 35 or outside truss 25 and company
Connect location truss 21 link position and the assembly 23 that is slidably connected is set so that when mold releasability, can easily realize outer side mold
35 outer move, and reduce the frictional force between outer side mold 35 and concrete, conveniently stripped, have that structure is relatively easy, easy to operate, group
Mould precision height, steady quality, the construction period is short, operating expenses is low, the construction infection phase is short and production efficiency advantages of higher.
One of the present utility model city integrated piping lane construction mould component truss, refer to Fig. 1 to Fig. 7,
On the basis of previously described technical scheme it may also is that described in the assembly 23 that is slidably connected include lower slider connector and upper slip
Connector, described upper sliding connector is slidably arranged on described lower slider connector, and described lower slider connector is with described
Outer side mold 35 or outside truss 25 connect, and described upper sliding connector connects with the described location truss 21 that is connected.The described company of slip
Connected components 23 includes that lower slider connector and upper sliding connector, described upper sliding connector are slidably arranged on described lower slider
On connector, described upper sliding connector fixes connection, described lower slider connector and outer side mold 35 with being connected location truss 21
Or the fixing connection of outside truss 25, by arranging cunning at outer side mold 35 or outside truss 25 with being connected location truss 21 link position
Be dynamically connected assembly 23 so that when mold releasability, can easily realize moving outer for outer side mold 35, reduce outer side mold 35 and pour
Frictional force between the concrete of molding, conveniently stripped, have that structure is relatively easy, easy to operate, group mould precision is high, quality is steady
Determine, the construction period is short, operating expenses is low, the construction infection phase is short and production efficiency advantages of higher.
One of the present utility model city integrated piping lane construction mould component truss, refer to Fig. 1 to Fig. 7,
It may also is that described location truss 21 cross section that connects can be rectangle truss knot on the basis of previously described technical scheme
Structure, it is also possible to be triangular truss structure, described connection location truss 21 includes that four horizontal steels 28, at least eight are longitudinally
Steel 27 and at least four angle steel 37, four described horizontal steels 28 constitute rectangular configuration, between adjacent described horizontal steel 28
It is welded with the longitudinal steel 27 being perpendicular to described horizontal steel 28, between adjacent two described horizontal steels 28, is welded with staggered welding
Angle steel 37.Described four horizontal steels 28 constitute the rectangular box that cross section is rectangular configuration, adjacent described horizontal steel 28 it
Between be welded with the longitudinal steel 27 of vertical described horizontal steel 28, preferably, described longitudinal steel 27 is provided with many groups, by arranging
Many group longitudinal steels 27, it is ensured that connect the overall structure stability of location truss 21, horizontal steel at grade
Setting up a plurality of angle steel 37 between 28 and longitudinal steel 27, general and horizontal steel 28 and longitudinal steel 27 have certain angle, mostly are
Triangle, the stability of triangle is high, is not easy to deformation, has firm, firm, pressure feature, to connecting location truss 21
Structural stability further enhance.The described truss cross section, location that connects can also is that van-type structure, can be single lower box
39 can also is that lower box 39 superposes with upper box 38, and the form of casing can be rectangle, it is also possible to be triangle, it is also possible to be
Trapezoidal.Described connection in the truss 21 of location contains the adjustment section 40 consistent with said structure, adjusts section 40 and is connecting location truss
Centre and connect with connecting location truss, one plays the purpose assembling different overall lengths.
One of the present utility model city integrated piping lane construction mould component truss, refer to Fig. 1 to Fig. 7,
It may also is that the described location truss 21 that connects is van-type structure on the basis of previously described technical scheme.Described connection positions
Truss 21 includes main box 39 and strengthens casing 38, and the cross section of described main box 39 can be rectangular configuration, it is also possible to be triangle
Shape or trapezium structure, the cross section of described reinforcement casing 38 can be rectangular configuration, it is also possible to be triangle or trapezium structure.Use
It is full-enclosed structure that body structure is because body structure, and its structural stability is more firm relative to traditional steelframe, and
And the casing 39 in this programme sets up reinforcement casing 38 in rectangular configuration, and the stability of structure promoted further.
One of the present utility model city integrated piping lane construction mould component truss, refer to Fig. 1 to Fig. 7,
On the basis of previously described technical scheme it may also is that described outside truss 25 cross section is rectangle.Described outside truss 25
Including four first steel the 29, second steel 30 and angle steel 26, four described first steel 29 constitute rectangular configuration, adjacent described
First steel 29 end is welded with the second steel 30 being perpendicular to described first steel 29, between adjacent two described first steel 29
It is welded with the angle steel 26 of staggered welding.Described four the first steel 29 constitute the rectangular box that cross section is rectangular configuration, adjacent institute
Stating the second steel 30 being welded with the most described first steel 29 between the first steel 29, preferably, described second steel 30 set
There are many groups, by arranging many groups the second steel 30, it is ensured that the overall structure stability of outside truss 25, at grade
The first steel 29 and the second steel 30 between set up a plurality of angle steel 26, general have necessarily with the first steel 29 and the second steel 30
Angle, mostly is triangle, and the stability of triangle is high, is not easy to deformation, has firm, firm, pressure feature, to purlin, outside
The structural stability of frame 25 further enhances.
One of the present utility model city integrated piping lane construction mould component truss, refer to Fig. 1 to Fig. 7,
On the basis of previously described technical scheme it may also is that described outside truss 25 cross section is triangle.Described outside truss
25 include three first steel the 29, second steel 30 and angle steel 26, and three described first triangle structures of steel 29 are adjacent
Described first steel 29 end is welded with the second steel 30, is welded with the angle steel of staggered welding between adjacent two described first steel 29
26.Article three, the described first triangle structure of steel 29, adjacent described first steel 29 end is welded with and is perpendicular to described
Second steel 30 of one steel 29, are welded with the angle steel 26 of staggered welding between adjacent two described first steel 29.Described 3 first
Steel 29 constitute the triangle framework that cross section is rectangular configuration, are welded with the most described between adjacent described first steel 29
Second steel 30 of one steel 29, preferably, described second steel 30 are provided with many groups, by arranging many groups the second steel 30, can
With the overall structure stability of truss 25 outside ensureing, set up between the first steel 29 and the second steel 30 at grade
A plurality of angle steel 26, general have certain angle with the first steel 29 and the second steel 30, mostly is triangle, the stability of triangle
Height, is not easy to deformation, has firm, firm, pressure feature, further enhance the structural stability of outside truss 25.
One of the present utility model city integrated piping lane construction mould component truss, refer to Fig. 1 to Fig. 7,
On the basis of previously described technical scheme it may also is that described outside truss 25 is van-type structure.Described outside truss 25 wraps
Including main box 31, the cross section of described main box 31 can be unitary rectangular structure, it is also possible to be monomer triangle or trapezium structure,
Can also is that multiple casing overlaying structure.Using body structure to be because body structure is full-enclosed structure, its Stability Analysis of Structures
Property is more firm relative to traditional steelframe, and the stability of structure is promoted further.
Above-mentioned only several specific embodiments in this utility model are illustrated, but can not be as of the present utility model
Protection domain, every according to the equivalence change done by the design spirit in this utility model modify or equal proportion amplification or
Reduce, be all deemed to fall protection domain of the present utility model.
Claims (6)
1. a city integrated piping lane construction mould component truss, it is characterised in that: include connecting location truss with outer
Side truss, described connection location truss rides upon two outer side mold tops, and described connection location truss is provided with adjustment section；Outside described
Side truss is in outer side mold outer upper, and described outside truss extends along outer side mold length direction.
One the most according to claim 1 city integrated piping lane construction mould component truss, it is characterised in that: institute
State truss two ends, connection location and be provided with the assembly that is slidably connected, described in the be slidably connected outer side mold of assembly bottom and mould fixing even
Connect.
One the most according to claim 2 city integrated piping lane construction mould component truss, it is characterised in that: institute
Stating the assembly that is slidably connected, to include that lower slider connector and upper sliding connector, described upper sliding connector are slidably arranged on described
On lower slider connector, described lower slider connector is connected with described outer side mold or outer side mold truss, described upper sliding connector
Connect with the described location truss that is connected.
One the most according to claim 2 city integrated piping lane construction mould component truss, it is characterised in that: institute
State bottom, truss two ends, connection location to be connected with the described assembly top that is slidably connected.
5. according to the one city integrated piping lane construction mould truss described in claim 1-4 any one claim
Assembly, it is characterised in that: the described location truss cross section that connects is rectangle truss structure or triangular truss structure or van-type
Structure, its length direction has adjustment section, adjusts and is connected between section and connection location truss.
6. according to the one city integrated piping lane construction mould truss group described in claim 1-4 any one claim
Part, it is characterised in that: described outside truss cross section is rectangle truss structure or triangular truss structure or van-type structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620358068.1U CN205839794U (en) | 2016-04-26 | 2016-04-26 | A kind of city integrated piping lane construction mould component truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620358068.1U CN205839794U (en) | 2016-04-26 | 2016-04-26 | A kind of city integrated piping lane construction mould component truss |
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| Publication Number | Publication Date |
|---|---|
| CN205839794U true CN205839794U (en) | 2016-12-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620358068.1U Active CN205839794U (en) | 2016-04-26 | 2016-04-26 | A kind of city integrated piping lane construction mould component truss |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110065145A (en) * | 2019-05-31 | 2019-07-30 | 中交武汉港湾工程设计研究院有限公司 | It is a kind of for concrete prefabricated adaptive outer modular system |
-
2016
- 2016-04-26 CN CN201620358068.1U patent/CN205839794U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110065145A (en) * | 2019-05-31 | 2019-07-30 | 中交武汉港湾工程设计研究院有限公司 | It is a kind of for concrete prefabricated adaptive outer modular system |
| CN110065145B (en) * | 2019-05-31 | 2023-12-12 | 中交武汉港湾工程设计研究院有限公司 | Self-adaptive external mold system for concrete prefabrication |
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