CN206220490U - A kind of side template reinforcement system without split bolt - Google Patents
A kind of side template reinforcement system without split bolt Download PDFInfo
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- CN206220490U CN206220490U CN201621059461.7U CN201621059461U CN206220490U CN 206220490 U CN206220490 U CN 206220490U CN 201621059461 U CN201621059461 U CN 201621059461U CN 206220490 U CN206220490 U CN 206220490U
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- side template
- vertical rod
- split bolt
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Abstract
The utility model discloses a kind of side template reinforcement system without split bolt, it includes beam die bed bracing members beam, beam forms, fastening support frame structure and movable top support structure, the beam forms being made up of beam bottom mother plate and side template beam bottom longitudinal direction spine support on beam die bed bracing members beam, side template both sides are installed by secondary joist and main joist successively, side template inside is installed by beam forms inner support, main joist outer end is fixed by movable top support structure with fastening support frame structure, and fastening support frame structure is fixed on beam die bed bracing members beam.Simple and reasonable, the workable, easy construction, the reinforcement system being made up of side template fastening support beam, beam bottom mother plate shape steel support, beam forms inner support and movable top support structure, reinforces to side template position.The system efficiently solves common side template and reinforces the bad phenomenons such as loosely caused spillage, the mould that rises, it is to avoid side template using split bolt reinforces caused a series of problems.
Description
Technical field
The utility model is related to a kind of side template reinforcement system, more particularly to a kind of side template without split bolt to add
Solid system.
Background technology
At present, conventional side template reinforcement technique mainly has following three kinds of forms：
1. when beam section free height is not more than 600mm, side template uses primary and secondary keel（Primary and secondary keel are wood dragon
Bone）Support system is reinforced, first secondary joist nail on side template, then main joist nail on secondary joist, beam bottom is using step by step
The tight mode reinforced, back is used to be shored（Rely on the flitch or scaffold horizon bar of scaffold support system）Hold out against main joist
Mode carries out side template reinforcing.
2. when beam section height is more than 600mm, side template uses primary and secondary keel（Secondary joist uses flitch, main dragon
Bone uses flitch or lightweight section）Plus the reinforcing support system of split bolt, first secondary joist nail on side template, Ran Hou
Split bolt is set according to a determining deviation on main joist, side template is reinforced.
3. for stiffened steel structure beams of concrete, the depth of section of this kind of beam is very big, it is necessary to set split bolt to beam side
Template is reinforced.Due to being influenceed by the vertical web position of stiffness girder steel in beam, split bolt cannot pass through steel beam web plate,
Therefore this pair must be then recycled to draw spiral shell being welded on the vertical web of stiffness girder steel after split bolt bending certain length
Bolt is reinforced to side template.
There is following drawback in three kinds of above-mentioned side template reinforcing modes：
1. for the first reinforcing mode, although beam section height less, but must be relied on because beam outside top is supported
Scaffold support system holds out against beam side main joist, vertical rod and spacing and the position of transverse horizontal bar by scaffold support system
Limitation, the spacing shored is very big, and excessive spacing of shoring makes side template be difficult effectively to be reinforced, and easily causes side template
Deformation, causes beam side concrete spillage occur and the bad phenomenon such as the mould that rises.
2. for second reinforcing mode, although can effectively control side template to deform, the beam side that thus reduction causes
Concrete spillage and the mould that rises, but due to being reinforced using split bolt, it is necessary to split bolt mounting hole is got out on two side templates, often
Secondary model sheetinstallat will redrilling, so as to destroy the surface of template, reduce the presentation quality and side template of concrete
The number of turnover, increase the input of side template, increased construction cost；In addition, for the ease of split bolt turnover, it is necessary to
To setting up sleeve pipe through the Screw arbor with nut at both-ends in beam, after concreting is finished, the split bolt of insertion is formed in beam side
Hole, these split bolt holes need conscientiously to block, especially for outdoor side bar position, if closure will sternly not produce seepage
With thoroughly cold bad phenomenon, while also therefore generating the expenses such as the artificial of bolt hole closure, material and machinery, construction is increased
Cost.
3. for the third reinforcing mode, it is necessary to split bolt is welded on the Steel Reduced Web in beam, it is necessary to first weld
Split bolt is connect, then split bolt hole is set on side template.Bolt hole position in template is difficult to control, speed of application
Slowly, install inconvenient；The quantity of drilling increases as the number of turnover of template increases, and template surface is produced destruction, reduces
The template number of turnover, also reduces the presentation quality of concrete；During using the reinforcing mode, split bolt can not have enough to meet the need,
Increased construction cost；, it is necessary to cut the split bolt on protrusion beam surface after form removable, and to the surface of bolt cutting part
Carry out antirust and waterproof（When being located outside）Treatment, generates artificial, material and machinery expenses, increased construction cost.
Based on many drawbacks present in the common side template reinforcing mode of three of the above, it is necessary to one kind of research and development is without right
Draw the side template reinforcement technique of bolt.
Utility model content
In the side template reinforcing mode common in order to solve three of the above, the above-mentioned many not enough problems for existing, and pin
Beam of the pair cross-section clear height size in the range of 0.4-1.2m, the utility model provides a kind of side template without split bolt and reinforces
System.
In order to solve the above technical problems, the utility model provides a kind of side template reinforcement system without split bolt, it
Including beam die bed bracing members beam, beam forms, fastening support frame structure and movable top support structure, lead on the beam die bed bracing members beam
The beam forms that lintel bottom longitudinal direction spine support is made up of beam bottom mother plate and side template, the side template both sides are installed secondary successively
Beam forms inner support is installed in keel and main joist, the side template inside, and the main joist outer end passes through movable top support structure
Fixed with fastening support frame structure, the fastening support frame structure is fixed on beam die bed bracing members beam.
Side template is installed, demolishing process：
（1）Side template is installed
After beam die bed bracing members beam is installed and fixed, branch in side template, secondary joist, main joist and beam forms is installed successively
Support；According to side template, main joist, the size of secondary joist and beam section size, determine fastening support frame structure in beam die bed steel
Installation site in support beam, and by Fixed latches the fastening support frame structure of beam forms both sides is fixed on respectively
On beam die bed bracing members beam；Then the adjustment knobs of movable top support structure one by one in regulation vertical rod, make movable top support structure
Held out against with main joist, complete the installation and reinforcing of side template.
When beam section dimensional height is higher, the height that side template installs reinforcing cannot be met only according to fastening support frame structure
It is required that when, the spreading vertical rod of proper height is selected according to beam section height, the socket joint bar below vertical rod long is inserted fastening support
In the vertical rod of frame structure, the adjustment knobs of movable top support structure in fastening support frame structure and vertical rod long are then adjusted one by one,
Movable top support structure is held out against with main joist, complete the installation and reinforcing of side template.
（2）Side template is removed
The movable top support structure adjustment knobs in side template fastening support frame structure and vertical rod long are loosened first, make work
It is dynamic to shore structure and loosen and separate with main joist, then it is used to fix fastening support frame structure on dismounting beam die bed bracing members beam
Fixed latches, respectively remove the fastening support frame structure of side template both sides and vertical rod long, and side template is then removed successively
Main joist, secondary joist and side template, complete the dismounting of side template.
Described beam die bed bracing members beam uses steel pipe, square steel, channel-section steel and the prismatic section steel manufacture of I-steel, and length is
2000-2500mm, sets the circular dead bolt bore of insertion and cocurrent and parallel on shaped steel, aperture is 12-16mm, adjacent circular holes
Center spacing be 50mm.
Described Fixed latches are made using the round steel of a diameter of 10-14mm, are welded into by plunger and pin rod two parts T-shaped
Construction, plunger length is 30-50mm, and pin rod length is 70-100mm, and pin rod diameter is advisable with less than pin hole aperture 2mm.
Further, the movable top support structure includes that adjustable screw and U-type groove steel are shored, and the U-type groove steel is shored
Fixed by welded nut and the adjustable screw of horizontally set between.
Adjustable screw carries adjusting knob, and adjustable length range is 0-60mm, and adjustable screw uses M18-22
Screw rod, screw diameter matches with welded nut in vertical rod；Channel-section steel thickness is 50-100mm, inside cross-sectional not less than 3mm, length
Highly for 70-100mm, inside cross-sectional width be 30-50mm, welded nut use M18-M22 nuts, with adjustable screw phase
Match somebody with somebody.
Further, the fastening support frame structure includes fixed mount, vertical rod and diagonal brace, and the vertical rod is vertically installed in solid
Determine on frame, reinforced by diagonal brace between the fixed mount and vertical rod, multiple pin holes are provided with the fixed mount, in the vertical rod
It is provided with circular hole.
The cross sectional shape of fixed mount, size and beam bottom shape steel support fit like a glove, using the shaped steel system of half-open outlet structure
Make, shaped steel thickness is not less than 3mm, the pin hole of circle is set on fixed mount, aperture is 12-16mm, the center of adjacent circular holes
Spacing is 50mm；Section steel manufacture of the vertical rod using thickness not less than 3mm, is welded and fixed with fixed mount, at the top of vertical rod and
Bottom sets the parallel insertion circular hole of twice, and insertion Circularhole diameter is 20-24mm, in the circular hole away from side template side of vertical rod
Weld the M18-M22 welded nut concentric with circular hole in periphery；Diagonal brace using thickness not less than 3mm section steel manufacture, with vertical rod and
Fixed mount is welded and fixed.Fastening support frame structure is applied to side template strengthening construction of the beam clear height size in 400-600mm；It is right
In beam clear height size for the side template of 650-1200mm is reinforced, then spreading vertical rod must be used.
Further, the vertical rod top is connected to vertical rod structure long, and the vertical rod structure long includes vertical rod long and is connected to
The socket joint bar of bottom of upright rod long, multiple circular holes are provided with the vertical rod long.
The welded nut concentric with circular hole is welded on the circular hole periphery away from side template side of vertical rod and vertical rod long.
Described spreading vertical rod is carried for fixing using the section steel manufacture with fastening support erection bar same model, specification
The welded nut and insertion circular hole of movable top support structure, bottom welding socket joint bar.The shape of cross section and fastening support of socket joint bar
Erection bar is identical, and outer sectional dimension erects the inner section size of bar less than fastening support, and length is not less than 150mm；To avoid holding
Inserted link is collided with adjustable screw, and in the lower end cutting concavity mouthful of socket joint bar, the width of spill mouthful is more than outside adjustable screw
Footpath 5-8mm is advisable, and the height of spill mouthful is advisable with without impinging on adjustable screw.According to the difference of beam clear height size, spreading vertical rod
Length flexibly set using 50 modulus（For convenience of having enough to meet the need, spreading vertical rod length is advisable with 300-600mm, but most long should
More than 600mm）；When spreading vertical rod length is more than 300mm, twice movable top support structure is set in vertical rod, top is set together,
Vertical rod middle part or middle part position on the lower side are set together, and the spacing that twice are shored meets the modulus of 50mm；Spreading vertical rod and fastening
Support frame is supported the use, it is adaptable to side template strengthening construction of the beam clear height size in the range of 650-1200mm.
Described beam forms inner support is located at beam forms inner side, and width is identical with structural beams, using concrete, mortar or steel
Muscle makes, after reinforcing bar colligation in beam, perpendicular to side template horizontal positioned.
The beneficial effects of the utility model：Simple and reasonable, the workable, easy construction, by side template
The reinforcement system that fastening support beam, beam bottom mother plate shape steel support, beam forms inner support and movable top support structure are constituted, to beam side
Template position is reinforced.The system efficiently solves common side template and reinforces loosely caused spillage, mould that rises etc. no
Good phenomenon, it is to avoid side template reinforces caused a series of problems using split bolt, it is ensured that concrete structured beam
Construction quality, increased the number of turnover of side template, it is to avoid the material of split bolt position treatment, artificial and machinery expenses
Waste, remarkable in economical benefits.
Brief description of the drawings
Figure A is base regime（When not setting spreading vertical rod）Side template reinforcement system structural representation（Remarks：1st, with main dragon
Bone and secondary joist are as a example by flitch, beam die bed bracing members beam and beam side fastening support frame are steel pipe and illustrate, when main dragon
Reference is implemented when bone, secondary joist, beam die bed bracing members beam and beam side fastening support frame are other materials, similarly hereinafter；2nd, Yi Liang
Side secondary joist is vertically placed, illustrate as a example by main joist horizontal positioned, when beam side secondary joist horizontal positioned, main joist are vertically put
When putting, implementation steps are identical with citing, it is only necessary to adjust the direction that U-type groove steel is shored, similarly hereinafter）.
Side template reinforcement system structural representation when figure B is to set spreading vertical rod operating mode.
Fig. 1 is the utility model beam die bed bracing members girder construction schematic diagram.
Fig. 2 is the utility model movable top support structure schematic diagram.
Fig. 3 is the utility model fastening support frame structural representation.
Fig. 4 shores and fastening support frame installing structure schematic diagram for the utility model activity.
Fig. 5 is the utility model spreading vertical rod structural representation.
Fig. 6 is the utility model movable top support structure and upright rod installation structure schematic diagram long.
Wherein：1st, beam template vertical support system；2nd, beam die bed bracing members beam；3rd, beam bottom longitudinal direction keel；4th, beam bottom mother plate；
5th, side template；6th, secondary joist；7th, main joist；8th, beam forms inner support；9th, fixed mount；10th, vertical rod；11st, diagonal brace；12nd, weld
Nut；13rd, Fixed latches；14th, adjustable screw；15th, U-type groove steel is shored；16th, welded nut；17th, vertical rod long；18th, latch
Hole；19th, circular hole；20th, pin hole；21st, socket joint bar.
Specific embodiment
In order to deepen to understanding of the present utility model, further is made to the utility model below in conjunction with embodiment and accompanying drawing
Describe in detail, the embodiment is only used for explaining the utility model, does not constitute the restriction to protection domain of the present utility model.
A kind of side template reinforcement system without split bolt of the present utility model, it includes beam die bed bracing members beam 2, beam
Template, fastening support frame structure and movable top support structure, are supported by beam on beam die bed bracing members beam 2 by beam bottom longitudinal direction keel 3
The beam forms that end template 4 and side template 5 are constituted, secondary joist 6 and main joist 7, side template are installed in the both sides of side template 5 successively
Beam forms inner support 8 is installed in 5 inside, and the outer end of main joist 7 is fixed by movable top support structure with fastening support frame structure, fastening branch
Strut configuration is fixed on beam die bed bracing members beam 2.
Shown in Fig. 2, movable top support structure includes that adjustable screw 14 and U-type groove steel shore 15, and U-type groove steel shores 15 with horizontal stroke
Fixed by welded nut 16 between the adjustable screw 14 for setting.
Shown in Fig. 3, fastening support frame structure includes fixed mount 9, vertical rod 10 and diagonal brace 11, and vertical rod 10 is vertically installed in fixation
On frame 9, reinforced by diagonal brace 11 between fixed mount 9 and vertical rod 10, multiple pin holes 18 are provided with fixed mount 9, opened in vertical rod 10
There is circular hole 19；The welded nut 12 concentric with circular hole is welded on the periphery of circular hole 19 away from the side of side template 5 of vertical rod 10.
Shown in Fig. 5, the top of vertical rod 10 is connected to vertical rod structure long, and vertical rod structure long includes vertical rod long 17 and is connected to vertical rod long
The socket joint bar 21 of 17 bottoms, is provided with multiple circular holes 19 in vertical rod long 17, in the circular hole away from the side of side template 5 of vertical rod long 17
Weld the welded nut 12 concentric with circular hole in 19 peripheries.
According to the difference of beam clear height size, it is divided into following 2 kinds of implementation methods.
1. when beam clear height size is in the range of 400-600mm, spreading vertical rod is not provided with, according to the mode reality shown in figure A
Apply.
(1) side template is installed
After the construction of beam template vertical support system 1 is finished, beam die bed bracing members beam 2 is set up thereon（Refer to figure A）；According to
It is secondary to set up beam bottom longitudinal direction keel 3, beam bottom mother plate 4, side template 5, secondary joist 6, main joist 7, placed after reinforcing bar colligation in beam
Beam forms inner support 8；Movable top support structure（Refer to Fig. 2）Adjustable screw 14 be screwed into fastening support frame structure（Refer to figure
3）On welded nut 12, through fastening support frame structure（Refer to Fig. 3）Vertical rod 10 on circular hole 19, the activity of being screwed into shores knot
Structure（Refer to Fig. 2）U-type groove steel shore welded nut 16 on 15（Need not tighten）, movable top support structure（Refer to Fig. 2）Peace
Dress is fixed on fastening support frame（Refer to Fig. 3）On（Refer to Fig. 4）；Then Fixed latches 13 are used, fastening support frame is sequentially passed through
（Refer to Fig. 3）The pin hole 20 on pin hole 18, beam die bed bracing members beam 2 on the fixed mount 9 of bottom, fastening support frame
（Refer to Fig. 3）It is fixed on beam die bed bracing members beam 2（Refer to Fig. 1）On；Then rotary moveable shores structure（Refer to Fig. 2）On can
Adjusting knob on adjusting screw rod 14, makes U-type groove steel shore 15 and is held out against with beam side main joist 7, completes side template strengthening construction.
(2) side template is removed
Side template fastening support frame structure is loosened first（Refer to Fig. 3）On movable top support structure（Refer to Fig. 2）Can
The knob of adjusting screw rod 14, makes movable top support structure（Refer to Fig. 2）U-type groove steel shore 15 and loosened with side template main joist 7
And separate；Then beam die bed bracing members beam 2 is removed（Refer to Fig. 1）And fastening support frame structure（Refer to Fig. 3）On Fixed latches
13, the fastening support frame structure of beam forms both sides（Refer to Fig. 3）Remove；The main joist 7, secondary joist of side template is removed successively
6 and side template 5, complete the dismounting of side template.
2., it is necessary to set up spreading vertical rod when beam clear height size is in the range of 650-1200mm, according to the mode shown in figure B
Implement.
(1) side template is installed
After the construction of beam template vertical support system 1 is finished, beam die bed bracing members beam 2 is set up thereon（Refer to Fig. 1）；According to
Secondary to set up beam bottom longitudinal direction keel 3, beam bottom mother plate 4, side template 5, beam side secondary joist 6, beam side main joist 7, reinforcing bar is tied up in beam
Beam forms inner support 8 is placed after bundle；Movable top support structure（Refer to Fig. 2）Adjustable screw 14 be screwed into fastening support frame（In detail
See Fig. 3）And spreading vertical rod 17（Refer to Fig. 5）On welded nut 12, through fastening support frame（Refer to Fig. 3）Vertical rod 10 and connect
Vertical rod long 17（Refer to Fig. 5）Circular hole 19, be screwed into movable top support structure（Refer to Fig. 2）U-type groove steel shore welding spiral shell on 15
Female 16（Need not tighten）, movable top support structure（Refer to Fig. 2）It is fixed on fastening support frame（Refer to Fig. 3）And spreading vertical rod
17（Refer to Fig. 5）On（Fig. 4 and Fig. 6 is referred to respectively）；Then Fixed latches 13 are used, fastening support frame is sequentially passed through（Refer to figure
3）Pin hole 18, beam die bed bracing members beam 2 on the fixed mount 9 of bottom（Refer to Fig. 1）On pin hole 20, fastening support frame
（Refer to Fig. 3）It is fixed on beam die bed bracing members beam 2（Refer to Fig. 1）On；Then spreading vertical rod 17（Refer to Fig. 5）On socket joint bar
21 insertion fastening support framves（Refer to Fig. 3）Vertical rod 10 in；Then rotary moveable shores structure（Refer to Fig. 2）On adjustable spiral shell
Adjusting knob on bar 14, makes U-type groove steel shore 15 and is held out against with beam side main joist 7, completes side template strengthening construction.
(2) side template is removed
Side template fastening support frame is loosened first（Refer to Fig. 3）And spreading vertical rod 17（Refer to Fig. 5）On activity shore
Structure（Refer to Fig. 2）Adjustable screw 14 knob, make movable top support structure（Refer to Fig. 2）U-type groove steel shore 15 and beam
Side template main joist 7 loosens and separates；Then beam die bed bracing members beam 2 is removed（Refer to Fig. 1）It is upper to be used to fix fastening support frame
（Refer to Fig. 3）Fixed latches 13, the fastening support frame of beam forms both sides（Refer to Fig. 3）Together with spreading vertical rod 17（Refer to figure
5）Remove in the lump, and urgent clamped support（Refer to Fig. 3）Upper taking-up spreading vertical rod 17（Refer to Fig. 5）；Side template is removed successively
Main joist 7, secondary joist 6 and side template 5, complete the dismounting of side template.
The utility model be applied to beam section clear height size in 0.4-1.2m, the installation strengthening construction of side template,
Suitable for the stiffened steel structure concrete beam side model sheetinstallat strengthening construction for being difficult to be reinforced using split bolt.It is net for beam section
When size high is less than 0.4mm and more than 1.2m, then do not apply to.
The utility model simple structure, in the installation process of side template 5, using side template fastening support frame structure,
Beam die bed bracing members beam, beam forms inner support and movable top support structure constitute the installation reinforcement system of side template.The system is led to
Cross side template concrete lateral pressure is passed to successively secondary joist, main joist, movable top support structure, fastening support frame structure,
Fixed latches and beam die bed bracing members beam, the load of template both sides formd on beam die bed bracing members beam act on for a pair it is same
The equilibrant force equal in magnitude, in opposite direction of axis, and it is final by beam die bed bracing members joist support load stress, no longer carry out load biography
Pass.
The system has carried out effective reinforcing to side template, solves the leakage that common templates bracing reinforcement system often occurs
Starch and rise mould phenomenon, improve the number of turnover of side template, it is to avoid the closure in split bolt hole, prevented structure side bar portion
Seepage and phenomenon of trembling with fear thoroughly that position bolt hole position occurs because closure is not tight, considerably improve the presentation quality of beam side concrete, have
Have the advantages that process is simple, easy to operate, speed of application are fast, remarkable in economical benefits.
Claims (6)
1. a kind of side template reinforcement system without split bolt, it is characterised in that：It includes beam die bed bracing members beam, beam form
Plate, fastening support frame structure and movable top support structure, by beam bottom longitudinal direction spine support by beam on the beam die bed bracing members beam
The beam forms that end template and side template are constituted, secondary joist and main joist, the beam side are installed in the side template both sides successively
Beam forms inner support is installed in template inside, and the main joist outer end is fixed by movable top support structure with fastening support frame structure,
The fastening support frame structure is fixed on beam die bed bracing members beam.
2. a kind of side template reinforcement system without split bolt according to claim 1, it is characterised in that：The activity
Shore structure to be shored including adjustable screw and U-type groove steel, the U-type groove steel is shored and the adjustable screw of horizontally set between
Fixed by welded nut.
3. a kind of side template reinforcement system without split bolt according to claim 1, it is characterised in that：The fastening
Support frame structure includes fixed mount, vertical rod and diagonal brace, and the vertical rod is vertically installed on fixed mount, the fixed mount and vertical rod it
Between by diagonal brace reinforce, multiple pin holes are provided with the fixed mount, be provided with circular hole in the vertical rod.
4. a kind of side template reinforcement system without split bolt according to claim 3, it is characterised in that：The vertical rod
Top is connected to vertical rod structure long, and the vertical rod structure long includes vertical rod long and is connected to the socket joint bar of bottom of upright rod long, the length
Multiple circular holes are provided with vertical rod.
5. a kind of side template reinforcement system without split bolt according to claim 3, it is characterised in that：In vertical rod and
Weld the welded nut concentric with circular hole in the circular hole periphery away from side template side of vertical rod long.
6. a kind of side template reinforcement system without split bolt according to claim 1, it is characterised in that：The beam bottom
Multiple pin holes are provided with type steel support beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621059461.7U CN206220490U (en) | 2016-09-18 | 2016-09-18 | A kind of side template reinforcement system without split bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621059461.7U CN206220490U (en) | 2016-09-18 | 2016-09-18 | A kind of side template reinforcement system without split bolt |
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| CN206220490U true CN206220490U (en) | 2017-06-06 |
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ID=58782411
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437145A (en) * | 2016-09-18 | 2017-02-22 | 江苏南通三建集团股份有限公司 | Beam side form strengthening system with no tie bolts |
| CN108005387A (en) * | 2017-12-04 | 2018-05-08 | 天津市东鑫新材料科技有限公司 | A kind of assembled wallboard and the cast-in-place main body method for synchronously constructing of shear wall with short piers |
| CN110453916A (en) * | 2019-08-16 | 2019-11-15 | 杭州昂创科技有限公司 | By the arc beam construction method of adjustable arc beams regularization formwork erecting structure |
| CN111236639A (en) * | 2020-03-10 | 2020-06-05 | 中国五冶集团有限公司 | Structural beam template reinforcing device and method free of split bolts |
-
2016
- 2016-09-18 CN CN201621059461.7U patent/CN206220490U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437145A (en) * | 2016-09-18 | 2017-02-22 | 江苏南通三建集团股份有限公司 | Beam side form strengthening system with no tie bolts |
| CN106437145B (en) * | 2016-09-18 | 2019-08-02 | 江苏南通三建集团股份有限公司 | A kind of side template reinforcement system of no split bolt |
| CN108005387A (en) * | 2017-12-04 | 2018-05-08 | 天津市东鑫新材料科技有限公司 | A kind of assembled wallboard and the cast-in-place main body method for synchronously constructing of shear wall with short piers |
| CN108005387B (en) * | 2017-12-04 | 2021-02-02 | 天津市东鑫新材料科技有限公司 | Synchronous construction method for cast-in-place main body of assembled wallboard and short-limb shear wall |
| CN110453916A (en) * | 2019-08-16 | 2019-11-15 | 杭州昂创科技有限公司 | By the arc beam construction method of adjustable arc beams regularization formwork erecting structure |
| CN111236639A (en) * | 2020-03-10 | 2020-06-05 | 中国五冶集团有限公司 | Structural beam template reinforcing device and method free of split bolts |
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