CN104295088A - Steel-wood combined formwork structure of shear walls on two sides of deformation joint and construction method of steel-wood combined formwork structure - Google Patents
Steel-wood combined formwork structure of shear walls on two sides of deformation joint and construction method of steel-wood combined formwork structure Download PDFInfo
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- CN104295088A CN104295088A CN201410513934.5A CN201410513934A CN104295088A CN 104295088 A CN104295088 A CN 104295088A CN 201410513934 A CN201410513934 A CN 201410513934A CN 104295088 A CN104295088 A CN 104295088A
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Abstract
The invention discloses a steel-wood combined formwork structure of shear walls on two sides of a deformation joint and a construction method of the steel-wood combined formwork structure. The construction method comprises the steps of constructing the shear wall on the first side of the deformation joint, binding the reinforcement structure of the shear wall on the second side, mounting a first formwork on the inner side of the reinforcement structure, fixing a plurality of nuts on the outer side of the first formwork and forming first diagonal pulling screw holes in the first formwork correspondingly to the nuts, mounting a second formwork on the outer side of the reinforcement structure and forming second diagonal pulling screw holes in the second formwork, putting fastening screws through the first and second diagonal pulling screw holes so that the first ends of the fastening bolts are screwed down with the nuts, fastening the second ends of the fastening bolts with the second formwork so that the first and second formworks are fastened to the two sides of the reinforcement structure, pouring concrete and stripping off the formworks. A one-way fastened formwork structure is formed on the inner sides of the shear walls at the deformation joint by use of the one-way fastening screws matched with the nuts, and therefore, the problem that the formworks cannot be supported and stripped on the inner sides of the walls of the deformation joint is solved. As a result, the rigidity of each formwork is improved, and the perpendicularity and the thickness uniformity of each wall of the deformation joint are greatly improved.
Description
Technical field
The present invention relates to a kind of construction of shear wall, particularly relate to steel and wood composite formwork structure and the construction method thereof of a kind of deformation joint both sides shear wall.
Background technology
For preventing building from occurring differential settlement, arrange through vertical clearance gap at difference place, building being divided several can the separate unit of free settling, and therefore in building, we can see various deformation joint.But deformation joint width is general, and only 100 ~ 150mm is wide, in narrow space place deformation joint, how the template of side is propped up, is torn open and just become a difficult problem, routinely a mold method, cannot prop up and tear open, and have to be discarded in seam.So not only cause waste, and affect the action effect of deformation joint.For not affecting the effect of deformation joint, generally do template with plastic foamboard, this material is not only expensive, and can only single use, causes very large waste.
The way of current routine is, as shown in Figure 1, adopt and fill with deformation joint 21 clear span with thick foamed material and combined plate in deformation joint 21, then utilize screw rod 22 through foamed material and combined plate, utilize the screw hole of the side shear wall 23 of having constructed to drawing the template 25 of reinforcing side to be built shear wall 24, finally at foamed material and concreting between combined plate and template 25, shaping and deformation stitches the shear wall of 21 both sides.
This method is foamed material and combined plate etc. due to what fill in deformation joint 21, and rigidity is inadequate, concrete placings and vibrate in process, lateral pressure is very large, thus causing the degree of gravity vertical forwall surface deviation of deformation joint both sides shear wall excessive, body of wall became uneven, after form removal, perception is very poor.In order to address this problem, we propose a kind of Novel steel wood gang form structure as the construction at deformation joint wall column side form.Thus improve stability, the reliability of two side templates, be also convenient to remove simultaneously.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of stability, good reliability, improves deformation joint both sides shear wall degree of gravity vertical forwall surface, the steel and wood composite formwork structure of deformation joint both sides shear wall of the body of wall thickness uniformity and construction method thereof.
For realizing above-mentioned technique effect, the invention discloses the construction method of a kind of deformation joint both sides shear wall, described construction method comprises the following steps:
Construction Deformation stitches the shear wall of the first side;
The shear force wall reinforcing steel bar structure of deformation joint second side described in colligation;
Install the first template in described shear force wall reinforcing steel bar structure near the first side of described deformation joint, the outside of described first template is fixed with multiple nut, and corresponding described nut offers the first Screw arbor with nut at both-ends hole in described first template;
Install the second template in described shear force wall reinforcing steel bar structure away from the second side of described deformation joint, the second Screw arbor with nut at both-ends hole is offered in corresponding described first Screw arbor with nut at both-ends hole in described second template;
In described first Screw arbor with nut at both-ends hole and described second Screw arbor with nut at both-ends hole, wear fastening screw, first end and the described nut of described fastening screw are screwed;
Second end of described fastening screw and described second template are carried out fastening, makes described first template and described second dies plate tap in the both sides of the shear force wall reinforcing steel bar structure of described deformation joint second side;
Concreting between described first template and described second template, the shear wall of shaping described deformation joint second side;
Remove described first template and described second template.
Described construction method is further improved and is, the shear wall of described deformation joint first side of being constructed by following steps:
The shear force wall reinforcing steel bar structure of deformation joint first side described in colligation;
Shear force wall reinforcing steel bar structure in described deformation joint first side installs the first template near the first side of described deformation joint, and the outside of described first template is fixed with multiple nut, and corresponding described nut offers the first Screw arbor with nut at both-ends hole in described first template;
Shear force wall reinforcing steel bar structure in described deformation joint first side installs the second template away from the second side of described deformation joint, and the second Screw arbor with nut at both-ends hole is offered in corresponding described first Screw arbor with nut at both-ends hole in described second template;
In described first Screw arbor with nut at both-ends hole and described second Screw arbor with nut at both-ends hole, wear fastening screw, first end and the described nut of described fastening screw are screwed;
Second end of described fastening screw and described second template are carried out fastening, makes described first template and described second dies plate tap in the both sides of the shear force wall reinforcing steel bar structure of described deformation joint first side;
Concreting between described first template and described second template, the shear wall of shaping described deformation joint first side;
Remove described first template and described second template.
Described construction method is further improved and is, when constructing the shear wall of described deformation joint both sides, respectively at the described shearing coping reserving installation hole of both sides, and in described installing hole, support bar is installed, described support bar is made to stay between the shear wall of described deformation joint both sides, for installing the first template of story shear wall on described support bar.
Described construction method is further improved and is, described support bar is equipped with one deck gripper shoe, is fastened with flitch between the shear wall of described gripper shoe and described deformation joint first side, and the bottom of the first template of upper strata shear wall is installed in described gripper shoe.
Described construction method is further improved and is, described in colligation during shear force wall reinforcing steel bar structure, and colligation bracer in described shear force wall reinforcing steel bar structure, and make the two ends of described bracer respectively against the inner side of described first template and described second template.When fastening first template of fastening screw and the second template, the outside support force contrary with the fastening force of fastening screw is provided to first and second template, thus coordinate fastening first and second template described of fastening screw, with the spacing of fixing both sides first template and the second template, control the thickness of shear wall, strengthen formwork structure further simultaneously.
The invention also discloses the steel and wood composite formwork structure of a kind of deformation joint both sides shear wall, described formwork structure comprises:
First template, described first model sheetinstallat is in the first side of the close described deformation joint of the bar construction of described shear wall, and the outside of described first template is provided with multiple nut, and corresponding described nut offers the first Screw arbor with nut at both-ends hole in described first template;
Second template, described second model sheetinstallat is in second side away from described deformation joint of the bar construction of described shear wall, and the second Screw arbor with nut at both-ends hole is offered in corresponding described first Screw arbor with nut at both-ends hole in described second template;
Fastening screw, described fastening screw is arranged in described first Screw arbor with nut at both-ends hole and described second Screw arbor with nut at both-ends hole, first end and the described nut of described fastening screw are screwed, second end of described fastening screw is anchored in described second template, thus makes described first template and described second dies plate tap in the both sides of the bar construction of described shear wall.
Described formwork structure further improves and is, described first template comprises laminated wood template and is fixed on the shaped steel keel outside described laminated wood template, described nut is by Plate Welding on described shaped steel keel, and described second template comprises laminated wood template and is fixed on the reinforcing flitch outside described laminated wood template.
Described formwork structure further improves and is, described fastening screw is arranged with PVC sleeve pipe.In body of wall, fastening screw is removed after being convenient to shear wall concreting.
Described formwork structure further improves and is, the bar construction of described shear wall is banded with bracer, and the two ends of described bracer are respectively against the inner side of described first template and described second template.With the spacing of fixing both sides first template and the second template, control the thickness of shear wall, strengthen formwork structure further simultaneously.
The present invention, owing to have employed above technical scheme, makes it have following beneficial effect:
1, by adopting fastening screw to coordinate the shear force wall reinforcing steel bar structure of nut in deformation joint side to fix the first template near the first side installation of deformation joint, away from the second side of deformation joint, fastening second template is installed in shear force wall reinforcing steel bar structure, make the first template and the second dies plate tap on the bar construction of the shear wall of deformation joint side, it is unidirectional fastening that fastening screw is implemented in the second template, and overcoming deformation joint side shear wall cannot the drawback of formwork.
2, after shear wall has been built, by removing the fastening of fastening screw and the second template, easily can remove the first template and the second template easily, solving form removal and cause template to take out, stay the problem of deformation joint always.
3, the first template and the second template adopt steel and wood composite formwork structure, and rigidity is large, solves the drawback that mould material rigidity is inadequate.Substantially increase deformation joint degree of gravity vertical forwall surface, the body of wall thickness uniformity.
Accompanying drawing explanation
Fig. 1 is the construction template structure schematic diagram of current deformation joint both sides shear wall.
Fig. 2 is the structural representation of the steel and wood composite formwork structure of deformation joint both sides of the present invention shear wall.
Fig. 3 is the structural representation after deformation joint both sides of the present invention shear wall construction completes.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the present invention is further detailed explanation.
First consult shown in Fig. 2, the steel and wood composite formwork structure of a kind of deformation joint both sides of the present invention shear wall is mainly used in the shear wall that construction Deformation stitches construction side, 13 liang of rear flank, due to deformation joint 13 narrow space, after the shear wall 201 of deformation joint first side of constructing in the ban has been constructed, the template of the shear wall cannot constructed after deformation joint 13 second side of deformation joint 13 side is installed, and the present invention solves the method how construction Deformation stitches the shear wall of 13 second sides.The steel and wood composite formwork structure of a kind of deformation joint both sides of the present invention shear wall is formed primarily of one first template 11 and one second template 12.First template 11 is installed on the shear force wall reinforcing steel bar structure 110 of deformation joint 13 second side near the first side of deformation joint 13, first template 11 is made up of laminated wood template 111 and the shaped steel keel 112 be fixed on outside laminated wood template 111, utilize 70mm long screw that shaped steel keel 112 and laminated wood template 111 are connected into an integral forming template, shaped steel keel 112 adopt the square steel pipe of latticed array to form, square steel pipe horizontal spacing 450mm, longitudinal pitch 400mm, and make formwork edge joint in length and breadth to compacting under square steel pipe coverage, ensure that piece is smooth, tight.The outside of the first template 11 is provided with multiple nut 14, and corresponding nut 14 offers the first Screw arbor with nut at both-ends hole in the first template 11, and nut 14 is welded on shaped steel keel 112 by steel plate 15.Second template 12 is installed on second side of shear force wall reinforcing steel bar structure 110 away from deformation joint 13 of deformation joint 13 second side, and the reinforcing flitch 122 that the second template 12 is vertically fixed on outside laminated wood template 121 by laminated wood template 121 and multiple tracks is formed.The second Screw arbor with nut at both-ends hole is offered in corresponding first Screw arbor with nut at both-ends hole in the second template 12, adopt fastening screw 16 from the outside of the scope of operation second template 12 penetrating inner side to no operatton face first template 11, the first end of unidirectional fastening screw 16 and nut 14 is made to screw togather fastening, then fastening by tightening drawknot to the second end of fastening screw 16 and the second template 12, first template 11 and the second template 12 drawknot are anchored on the both sides of the shear force wall reinforcing steel bar structure 110 of deformation joint 13 second side, it is unidirectional fastening that fastening screw 16 is implemented in the second template 12, overcoming deformation joint side shear wall cannot the drawback of formwork.Further, fastening screw 16 is arranged with PVC sleeve pipe 17, be convenient to shear wall concreting complete after dismounting fastening screw.Constitute the steel and wood composite formwork structure of deformation joint both sides shear wall, improve stability, the reliability of the formwork for placing of deformation joint both sides shear wall, be also convenient to remove simultaneously.The shear wall any surface finish of having constructed after adopting the present invention's wood gang form structure, without honeycomb, without pitted skin, structure good criteria is fully meet through Comprehensive Assessment sense organ, solve at narrow space, cannot formwork, form removal and the problem of support is set, solve the drawback that mould material rigidity is inadequate, substantially increase the degree of gravity vertical forwall surface of deformation joint both sides shear wall, the body of wall thickness uniformity.
Further, when the shear wall of construction Deformation seam both sides, reserved one installing hole is arranged respectively in the top of both sides shear wall, and support bar 18 is installed in installing hole, support bar 18 is made to stay between the shear wall of deformation joint both sides, between support bar 18 and the first template of upper strata shear wall, lay support flitch 19, and provide wedge shape flitch 190 to be fixed between the shear wall of deformation joint both sides by support flitch 19 jam-packed.
The technological process of the construction method of a kind of deformation joint both sides of the present invention shear wall is as follows:
1, in the reserving installation hole of lower floor's deformation joint both sides shear wall, support bar 18 is installed, between support bar 18 and the first template of upper strata shear wall, lay support flitch 19, and provide wedge shape flitch 190 to be fixed between the shear wall of deformation joint both sides by support flitch 19 jam-packed.
2, the shear wall 201 of construction Deformation seam 13 first sides
The shear wall 201 of direct employing steel and wood composite formwork structure of the present invention construction Deformation seam 13 first sides, without the need to other configuration template.Specific construction is as follows:
The shear force wall reinforcing steel bar structure of colligation deformation joint first side, colligation fine-stone concrete bracer on bar construction, and the two ends making fine-stone concrete bracer are respectively against the inner side of the first template and the second template, with the spacing of fixing both sides first template and the second template, control the thickness of shear wall, strengthen formwork structure further simultaneously;
Shear force wall reinforcing steel bar structure in deformation joint first side installs the first template 11 near the first side of deformation joint, the bottom of the first template 11 is located on support flitch 19, multiple nut is fixed in the outside of the first template 11, and corresponding nut offers the first Screw arbor with nut at both-ends hole in the first template;
Shear force wall reinforcing steel bar structure in deformation joint first side installs the second template away from the second side of deformation joint, and the second Screw arbor with nut at both-ends hole is offered in corresponding first Screw arbor with nut at both-ends hole in described second template;
In the first Screw arbor with nut at both-ends hole and the second Screw arbor with nut at both-ends hole, wear fastening screw, first end and the nut of fastening screw are screwed;
Carry out fastening to the second end of unidirectional fastening screw and the second template, make the first template and the second dies plate tap in the both sides of the shear force wall reinforcing steel bar structure of deformation joint first side;
Concreting between the first template and the second template, shaping and deformation stitches the shear wall of the first side;
Remove the first template of the shear wall of deformation joint first side and described second template.
3, construction Deformation stitches the shear wall of the second side
The shear force wall reinforcing steel bar structure 110 of colligation deformation joint second side, colligation fine-stone concrete bracer 1101 on bar construction 110, and the two ends making bracer 1101 are respectively against the inner side of the first template 11 and the second template 12.When fastening first template of fastening screw 16, the second template, the outside support force contrary with the fastening force of fastening screw 16 is provided to the first template, the second template, thus coordinate fastening first template of fastening screw 16, the second template, guarantee the spacing of the first template 11 and the second template 12, control the thickness of shear wall, strengthen formwork structure further simultaneously;
Shear force wall reinforcing steel bar structure 110 in deformation joint 13 second side installs the first template 11, first template 11 outside near the first side of deformation joint is fixed with multiple nut 14, and corresponding nut offers the first Screw arbor with nut at both-ends hole in the first template;
The second template is installed in second side away from deformation joint of the shear force wall reinforcing steel bar structure in deformation joint second side, and the second Screw arbor with nut at both-ends hole is offered in corresponding first Screw arbor with nut at both-ends hole in the second template;
In the first Screw arbor with nut at both-ends hole and the second Screw arbor with nut at both-ends hole, wear fastening screw 16, first end and the nut of fastening screw are screwed;
Carry out fastening to the second end of unidirectional fastening screw and the second template, make the first template and the second dies plate tap in the both sides of the shear force wall reinforcing steel bar structure of deformation joint second side;
Concreting between the first template and the second template, shaping and deformation stitches the shear wall 202 of the second side, as shown in Figure 3;
Remove the first template of the shear wall 202 of deformation joint 13 second side and described second template, complete construction.
Below embodiment is to invention has been detailed description by reference to the accompanying drawings, and those skilled in the art can make many variations example to the present invention according to the above description.Thus, some details in embodiment should not form limitation of the invention, the present invention by the scope that defines using appended claims as protection scope of the present invention.
Claims (9)
1. a construction method for deformation joint both sides shear wall, is characterized in that described construction method comprises the following steps:
Construction Deformation stitches the shear wall of the first side;
The shear force wall reinforcing steel bar structure of deformation joint second side described in colligation;
Install the first template in described shear force wall reinforcing steel bar structure near the first side of described deformation joint, the outside of described first template is fixed with multiple nut, and corresponding described nut offers the first Screw arbor with nut at both-ends hole in described first template;
Install the second template in described shear force wall reinforcing steel bar structure away from the second side of described deformation joint, the second Screw arbor with nut at both-ends hole is offered in corresponding described first Screw arbor with nut at both-ends hole in described second template;
In described first Screw arbor with nut at both-ends hole and described second Screw arbor with nut at both-ends hole, wear fastening screw, first end and the described nut of described fastening screw are screwed;
Second end of described fastening screw and described second template are carried out fastening, makes described first template and described second dies plate tap in the both sides of the shear force wall reinforcing steel bar structure of described deformation joint second side;
Concreting between described first template and described second template, the shear wall of shaping described deformation joint second side;
Remove described first template and described second template.
2. construction method as claimed in claim 1, the shear wall of described deformation joint first side that it is characterized in that being constructed by following steps:
The shear force wall reinforcing steel bar structure of deformation joint first side described in colligation;
Shear force wall reinforcing steel bar structure in described deformation joint first side installs the first template near the first side of described deformation joint, and the outside of described first template is fixed with multiple nut, and corresponding described nut offers the first Screw arbor with nut at both-ends hole in described first template;
Shear force wall reinforcing steel bar structure in described deformation joint first side installs the second template away from the second side of described deformation joint, and the second Screw arbor with nut at both-ends hole is offered in corresponding described first Screw arbor with nut at both-ends hole in described second template;
In described first Screw arbor with nut at both-ends hole and described second Screw arbor with nut at both-ends hole, wear fastening screw, first end and the described nut of described fastening screw are screwed;
Second end of described fastening screw and described second template are carried out fastening, makes described first template and described second dies plate tap in the both sides of the shear force wall reinforcing steel bar structure of described deformation joint first side;
Concreting between described first template and described second template, the shear wall of shaping described deformation joint first side;
Remove described first template and described second template.
3. construction method as claimed in claim 1, it is characterized in that: when constructing the shear wall of described deformation joint both sides, respectively at the described shearing coping reserving installation hole of both sides, and in described installing hole, support bar is installed, for installing the first template of story shear wall on described support bar.
4. construction method as claimed in claim 3, is characterized in that: lay support flitch between the first template of described support bar and described upper strata shear wall, and provides wedge shape flitch to be fixed between the shear wall of described deformation joint both sides by described support flitch jam-packed.
5. construction method as claimed in claim 1, is characterized in that: described in colligation during shear force wall reinforcing steel bar structure, colligation bracer in described shear force wall reinforcing steel bar structure, and makes the two ends of described bracer respectively against the inner side of described first template and described second template.
6. a steel and wood composite formwork structure for deformation joint both sides shear wall, is characterized in that described formwork structure comprises:
First template, described first model sheetinstallat is in the first side of the close described deformation joint of the bar construction of described shear wall, and the outside of described first template is provided with multiple nut, and corresponding described nut offers the first Screw arbor with nut at both-ends hole in described first template;
Second template, described second model sheetinstallat is in second side away from described deformation joint of the bar construction of described shear wall, and the second Screw arbor with nut at both-ends hole is offered in corresponding described first Screw arbor with nut at both-ends hole in described second template;
Fastening screw, described fastening screw is arranged in described first Screw arbor with nut at both-ends hole and described second Screw arbor with nut at both-ends hole, first end and the described nut of described fastening screw are screwed, second end of described fastening screw is anchored in described second template, thus makes described first template and described second dies plate tap in the both sides of the bar construction of described shear wall.
7. formwork structure as claimed in claim 6, it is characterized in that: described first template comprises laminated wood template and is fixed on the shaped steel keel outside described laminated wood template, described nut is by Plate Welding on described shaped steel keel, and described second template comprises laminated wood template and is fixed on the reinforcing flitch outside described laminated wood template.
8. formwork structure as claimed in claim 6, is characterized in that: described fastening screw is arranged with PVC sleeve pipe.
9. formwork structure as claimed in claim 6, is characterized in that: the bar construction of described shear wall is banded with bracer, and the two ends of described bracer are respectively against the inner side of described first template and described second template.
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| CN201410513934.5A CN104295088A (en) | 2014-09-29 | 2014-09-29 | Steel-wood combined formwork structure of shear walls on two sides of deformation joint and construction method of steel-wood combined formwork structure |
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| CN201410513934.5A CN104295088A (en) | 2014-09-29 | 2014-09-29 | Steel-wood combined formwork structure of shear walls on two sides of deformation joint and construction method of steel-wood combined formwork structure |
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| CN105178591A (en) * | 2015-10-12 | 2015-12-23 | 江苏南通二建集团有限公司 | Small-gap double-shear-wall deformation joint formwork and construction method thereof |
| CN106639304A (en) * | 2015-10-28 | 2017-05-10 | 中国华冶科工集团有限公司 | Large derrick installation method |
| CN108385980A (en) * | 2018-02-28 | 2018-08-10 | 五冶集团上海有限公司 | Deformation joint shear wall set shaped steel formwork installs unidirectional fastening screw construction method |
| CN108442698B (en) * | 2018-04-17 | 2024-03-26 | 中冶天工集团天津有限公司 | Deformation joint split bolt pvc sleeve plugging method and plugging fixing sleeve |
| CN108442698A (en) * | 2018-04-17 | 2018-08-24 | 中冶天工集团天津有限公司 | A kind of deformation joint split bolt pvc casings cram method and block fixed sleeve part |
| CN108590203A (en) * | 2018-04-29 | 2018-09-28 | 陕西建工第三建设集团有限公司 | It is a kind of using the pre-buried electric box of rubber adapter or the construction method of electrical box |
| CN109469045A (en) * | 2018-12-12 | 2019-03-15 | 上海建工七建集团有限公司 | Guide wall of occlusive pile template, guide wall of occlusive pile formwork erecting structure and construction technology |
| CN110029813A (en) * | 2019-05-16 | 2019-07-19 | 江西国金建设集团有限公司 | A kind of deformation joint wall formwork construction method |
| CN110836007A (en) * | 2019-10-29 | 2020-02-25 | 江苏兴厦建设工程集团有限公司 | Double-shear wall template system at deformation joint and mounting and dismounting method thereof |
| CN110788989A (en) * | 2019-11-13 | 2020-02-14 | 佛山市伟格新思装饰建筑工程有限公司 | Shear wall prefabrication system |
| CN111910786A (en) * | 2020-08-10 | 2020-11-10 | 上海万科企业有限公司 | Construction method for clinging deformation joint of TOD upper cover plate structural column |
| CN112681727A (en) * | 2020-12-16 | 2021-04-20 | 中国建筑第八工程局有限公司 | Template structure of special-shaped column in limited space and construction method thereof |
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