CN104989031A - Production method of steel panel concrete structure with internal truss support system - Google Patents
Production method of steel panel concrete structure with internal truss support system Download PDFInfo
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- CN104989031A CN104989031A CN201510367167.6A CN201510367167A CN104989031A CN 104989031 A CN104989031 A CN 104989031A CN 201510367167 A CN201510367167 A CN 201510367167A CN 104989031 A CN104989031 A CN 104989031A
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Abstract
The invention discloses a production method of a steel panel concrete structure with an internal truss support system. The production method comprises the following steps: (1) machining vertical internal truss supports and horizontal internal truss supports; (2) connecting two steel panels through the vertical internal truss supports and the horizontal internal truss supports; (3) mounting studs and shear reinforcement to form a plurality of submodules; (4) splicing the submodules to form an integral module; (5) lifting the integral module to a proper position, and pouring concrete between the steel panels. The vertical internal truss supports and the horizontal internal truss supports are used for providing rigidity not only in the submodule producing stage, but also in the splicing and mounting stages of the steel panel concrete structure. Therefore, the construction deformation and stability of the large-scale module are controlled, and planer external shear capability of the steel panel concrete structure after concrete pouring is higher than that of the conventional planer external shear reinforcement.
Description
Technical field
The present invention relates to a kind of manufacture method of steel plate concrete structure, be specifically related to a kind of manufacture method of the steel plate concrete structure with truss inner support system, belong to technical field of structural engineering.
Background technology
Double steel plate concrete structure has modularized design and advantage easily of constructing, and double steel plate is cooperatively worked by WELDING STUDS and concrete, and no-reinforcing-bar provides plane outer shear-carrying capacity.Large-scale double steel plate construction module is assembled by numerous submodule, and in its work progress, module is assembled, the Deformation control in hoisting process, lifting stability are ubiquitous construction difficult problems always.The concrete form of structure of heavy steel plate is improved by the inner support increasing certain forms, raising steel plate concrete structure is assembled, the rigidity of erection stage, control construction Deformation and the stability of large scale structure module, can be good at addressing this problem, and shear resistance outer than the better plane of the outer shear reinforcement of conventional planar can be provided after concreting.
Summary of the invention
The object of the invention is to: the steel plate concrete structure that a kind of novel band truss inner support system is provided, the inner support system of novel band truss is used to improve the concrete form of structure of heavy steel plate, ensure that modular manufacture, the distortion of construction stage and stability are controlled, provide better plane outer shear resistance.
The present invention, by increasing a kind of truss inner support system of particular form in large-scale double steel plate concrete structure inside, can increase the ability of double steel plate structure in construction stage resistance to deformation significantly, and can provide the better outer shear-carrying capacity of plane.
A first aspect of the present invention, provide a kind of steel plate concrete structure with truss inner support system, steel plate concrete structure comprises: the first steel facing be parallel to each other and the second steel facing, connect the inner support parts of the first steel facing and the second steel facing, at the first firm Concrete Filled layer between panel and the second steel facing.
Inner support parts comprise shear reinforcement, and shear reinforcement is yi word pattern, and the medial surface of the first steel facing is fixed in one end of shear reinforcement, and the other end is fixed on the medial surface of the second steel facing, and shear reinforcement also can replace with shaped steel.Inner support parts also comprise mutual vertically arranged horizontal truss inner support and vertical trusses inner support, horizontal truss inner support and vertical trusses inner support are the X-type with four legs, wherein two legs are fixed on the medial surface of the first steel facing, and another two legs are fixed on the medial surface of the second steel facing.The tail end of leg is with bending extension.Steel plate concrete structure also comprises peg, and the medial surface of the first steel facing or the second steel facing is fixed in one end of peg, and the other end of steel nail extends in Concrete Filled layer.Peg is vertical with the second steel facing with the first steel facing.
Horizontal truss inner support and vertical trusses inner support are made up of reinforcing bar.The reinforcing bar model of manufacture level truss inner support and vertical trusses inner support is identical or different with the model manufacturing shear reinforcement.Horizontal truss inner support and vertical trusses inner support also can be made up of shaped steel.
A second aspect of the present invention, provides a kind of manufacture method of the steel plate concrete structure with truss inner support system, comprises the steps:
(1) vertical trusses inner support and horizontal truss inner support is processed;
(2) two pieces of steel facings are connected with horizontal truss inner support by vertical trusses inner support.Vertical trusses inner support and horizontal truss inner support, except providing the rigidity of submodule fabrication stage, can also provide that steel plate concrete structure is assembled, the rigidity of erection stage, control construction Deformation and the stability of large scale structure module.
(3) at steel facing, peg and shear reinforcement are installed, form submodule;
(4) the assembled connection of multiple submodule, forms integral module;
(5) integral module hoisted in position, concreting between two pieces of steel facings.At serviceability limit stage, shear resistance outer than the better plane of the outer shear reinforcement of conventional planar can be provided.
Further, vertical trusses inner support, horizontal truss inner support, adopt the form of welding between shear reinforcement with steel facing.
The invention has the beneficial effects as follows:
1, Novel truss inner support system (comprising vertical trusses inner support, horizontal truss inner support and shear reinforcement) can provide the rigidity of module in the fabrication stage, ensures the rigidity of submodule in fabrication stage (comprising upset, transhipment etc.).
2, Novel truss inner support system (comprising vertical trusses inner support, horizontal truss inner support and shear reinforcement) can provide that steel plate concrete structure is assembled, the rigidity of erection stage, controls construction Deformation and the stability of large scale structure module.
3, Novel truss inner support system (comprising vertical trusses inner support, horizontal truss inner support and shear reinforcement) can provide the good outer shear resistance of plane.
Accompanying drawing explanation
Fig. 1 is a kind of steel plate concrete structure A-A vertical cross section figure with truss inner support system;
Fig. 2 is a kind of steel plate concrete structure B-B vertical cross section figure with truss inner support system;
Fig. 3 is a kind of steel plate concrete structure C-C top view with truss inner support system;
Fig. 4 is the structural representation of truss inner support system;
Fig. 5 is the schematic diagram after vertical trusses inner support and the installation of horizontal truss inner support;
Fig. 6 is the schematic diagram after truss inner support system and steel facing installation.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiments of the invention are elaborated: the present embodiment is implemented under premised on technical solution of the present invention, give detailed embodiment and concrete operating process, but protection scope of the present invention is not limited to following embodiment.The specific embodiment of the present invention describes with reinforcing bar, also comprises the embodiment of the similar components such as shaped steel.
Below embodiments of the invention are elaborated: the present embodiment is implemented premised on technical solution of the present invention, give detailed embodiment and concrete operating process, but protection scope of the present invention is not limited to following embodiment.
As shown in Figure 1, Figure 2, Figure 3 shows, band of the present invention steel plate concrete structure that is vertical and horizontal truss inner support system comprises: vertical trusses inner support 1, horizontal truss inner support 2, peg 3, shear reinforcement 4 and steel facing 5.Steel facing 5 is the two pieces of steel facings be parallel to each other, and is the Concrete Filled layer of sclerosis between them.Vertical trusses inner support 1, horizontal truss inner support 2, shear reinforcement 4 can be collectively referred to as inner support parts.
Vertical trusses inner support 1 and horizontal truss inner support 2 are the X-type with four legs, and wherein two legs are fixed on the medial surface of the first steel facing, and another two legs are fixed on the medial surface of the second steel facing.The tail end of leg is with bending extension.Vertical trusses inner support 1 and horizontal truss inner support 2 are made up of reinforcing bar.Manufacture vertical trusses inner support 1 consistent or inconsistent with the model manufacturing shear reinforcement with the reinforcing bar model of horizontal truss inner support 2.Vertical trusses inner support 1 and horizontal truss inner support 2 also can be made up of shaped steel.Vertical trusses inner support 1 and horizontal truss inner support 2 are arranged according to the citation form shown in Fig. 2, effectively control steel facing 5 changing of the relative positions in the horizontal and vertical direction, and after concreting also sclerosis, provide the plane of steel plate concrete structure outer shear resistance.
Shear reinforcement 4 is yi word pattern, and the medial surface of the first steel facing is fixed in one end of shear reinforcement 4, and the other end is fixed on the medial surface of the second steel facing.Shear reinforcement 4 can be arranged in truss inner support place as truss vertical web rod, sees shown in 10 places and 20 in Fig. 2, also can separate with truss inner support, to see in Fig. 2 shown in 30 places and 40.Effectively can control the steel plate changing of the relative positions in the horizontal and vertical direction, and after concreting also sclerosis, provide the plane of steel plate concrete structure outer shear resistance.
The medial surface of the first steel facing or the second steel facing is fixed in one end of peg 3, and the other end of peg 3 extends in Concrete Filled layer.Peg 3 is vertical with the second steel facing with the first steel facing.Peg 3, after concreting also sclerosis, provides the ability of collaborative work between concrete and steel facing 5.
Concrete implementation step is:
Operating mode one: as shown in Figure 4, uses the wire rod such as reinforcing bar or shaped steel according to designing requirement blanking, is processed to form vertical trusses inner support 1 and horizontal truss inner support 2.
Operating mode two: as shown in Figure 5, at the submodule of module factory-assembled module wall, is connected both sides steel facing 5 with horizontal truss inner support 2 by vertical trusses inner support 1.
Operating mode three: as shown in Figure 6, on the basis of operating mode two, completes the installation of peg 3 and shear reinforcement 4.
Operating mode four: on the basis of Fig. 6, inner at two block plates of steel plate concrete structure, concreting is to design elevation.
Vertical trusses inner support 1, horizontal truss inner support 2, peg 3, to be connected and fixed by certain mode between shear reinforcement 4 and steel facing 5.Preferably, the form of welding is adopted between vertical trusses inner support 1 with described steel facing 5.The form of welding is adopted between horizontal truss inner support 2 with steel facing 5.The form of welding is adopted between shear reinforcement 4 with described steel facing 5.
More than describe preferred embodiment of the present invention in detail.Should be appreciated that those of ordinary skill in the art just design according to the present invention can make many modifications and variations without the need to creative work.Therefore, all technician in the art, all should by the determined protection domain of claims under this invention's idea on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (6)
1. a manufacture method for the steel plate concrete structure with truss inner support system, is characterized in that, comprise the steps:
(1) vertical trusses inner support and horizontal truss inner support is processed;
(2) two pieces of steel facings are connected with described horizontal truss inner support by described vertical trusses inner support;
(3) at described steel facing, peg and shear reinforcement are installed, form submodule;
(4) the assembled connection of multiple described submodules, forms integral module;
(5) described integral module hoisted in position, concreting between two pieces of described steel facings.
2. the manufacture method of a kind of steel plate concrete structure with truss inner support system according to claim 1, is characterized in that, described vertical trusses inner support, described horizontal truss inner support and described shear reinforcement reinforcing bar or shaped steel process.
3. the manufacture method of a kind of steel plate concrete structure with truss inner support system according to claim 2, it is characterized in that, described shaped steel is angle steel, or the shaped steel of other types.
4. the manufacture method of a kind of steel plate concrete structure with truss inner support system according to claim 1, it is characterized in that, described vertical trusses inner support adopts the form of welding with between described steel facing.
5. the manufacture method of a kind of steel plate concrete structure with truss inner support system according to claim 1, it is characterized in that, described horizontal truss inner support adopts the form of welding with between described steel facing.
6. the manufacture method of a kind of steel plate concrete structure with truss inner support system according to claim 1, is characterized in that, adopt the form of welding between described shear reinforcement with described steel facing.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510367167.6A CN104989031B (en) | 2015-06-26 | 2015-06-26 | A kind of manufacture method of the steel plate concrete structure with truss inner support system |
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| CN201510367167.6A CN104989031B (en) | 2015-06-26 | 2015-06-26 | A kind of manufacture method of the steel plate concrete structure with truss inner support system |
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| CN104989031A true CN104989031A (en) | 2015-10-21 |
| CN104989031B CN104989031B (en) | 2017-12-05 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108296661A (en) * | 2018-01-24 | 2018-07-20 | 中国核工业华兴建设有限公司 | A kind of vertical production method of arc-shaped double-layer steel facing structure and its make tooling |
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| CN1071986A (en) * | 1991-08-13 | 1993-05-12 | 三菱重工业株式会社 | A kind of concrete-filled steel bearing wall and manufacture method thereof |
| JPH10160881A (en) * | 1996-11-29 | 1998-06-19 | Toshiba Corp | Building structure and building construction method for reactor power station |
| WO2010013858A1 (en) * | 2008-07-30 | 2010-02-04 | Korea Hydro & Nuclear Power Co., Ltd | Steel plate structure and steel plate concrete wall |
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102296728A (en) * | 2011-06-20 | 2011-12-28 | 南通建筑工程总承包有限公司 | Double-steel plate structure shear wall and construction method thereof |
-
2015
- 2015-06-26 CN CN201510367167.6A patent/CN104989031B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1071986A (en) * | 1991-08-13 | 1993-05-12 | 三菱重工业株式会社 | A kind of concrete-filled steel bearing wall and manufacture method thereof |
| JPH10160881A (en) * | 1996-11-29 | 1998-06-19 | Toshiba Corp | Building structure and building construction method for reactor power station |
| WO2010013858A1 (en) * | 2008-07-30 | 2010-02-04 | Korea Hydro & Nuclear Power Co., Ltd | Steel plate structure and steel plate concrete wall |
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102296728A (en) * | 2011-06-20 | 2011-12-28 | 南通建筑工程总承包有限公司 | Double-steel plate structure shear wall and construction method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108296661A (en) * | 2018-01-24 | 2018-07-20 | 中国核工业华兴建设有限公司 | A kind of vertical production method of arc-shaped double-layer steel facing structure and its make tooling |
| CN108296661B (en) * | 2018-01-24 | 2024-01-09 | 中国核工业华兴建设有限公司 | Vertical manufacturing method and manufacturing tool for arc-shaped double-layer steel panel structure |
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| CN104989031B (en) | 2017-12-05 |
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Address after: No. 29 Hong Cao Road, Xuhui District, Shanghai Patentee after: Shanghai Nuclear Engineering Research and Design Institute Co.,Ltd. Address before: No. 29 Hong Cao Road, Xuhui District, Shanghai Patentee before: SHANGHAI NUCLEAR ENGINEERING RESEARCH & DESIGN INSTITUTE |
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