CN103243906B - Build the bracing or strutting arrangement of shear wall - Google Patents
Build the bracing or strutting arrangement of shear wall Download PDFInfo
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- CN103243906B CN103243906B CN201310145423.8A CN201310145423A CN103243906B CN 103243906 B CN103243906 B CN 103243906B CN 201310145423 A CN201310145423 A CN 201310145423A CN 103243906 B CN103243906 B CN 103243906B
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Abstract
The invention provides a kind of bracing or strutting arrangement of building shear wall, comprise polylith ribbed panel, ribbed panel is interconnected at longitudinal connector that adopts, the laterally parallel distribution of every two pieces of ribbed panels, its structure is: the first ribbed panel is parallel with the second ribbed panel length direction, position, space is formed between first ribbed panel and the second ribbed panel, the first fin on first ribbed panel and the second fin on the second ribbed panel are separately positioned in position, space, first fin is corresponding with the second ribbed panel, it installs cushion block each other, second fin is corresponding with the first ribbed panel, it installs cushion block each other, connector is arranged on the outside of the first ribbed panel and the second ribbed panel, and be connected with the second ribbed panel with the first ribbed panel respectively.The present invention adopts factorial praluction, site assembly after-pouring concrete, make shear wall after remove the mode of connector, the problem that working procedure is complicated, efficiency of construction is lower, construction cost is higher that prior art exists can be solved.
Description
Technical field
The present invention relates to concrete building structure technical field, specifically a kind of bracing or strutting arrangement of building shear wall.
Background technology
For the shear wall in multilayer and high-rise building, lateral rigidity must be met large, and the condition that sidesway is little under horizontal loads, to ensure the shock resistance of building.Therefore, be higher at the construction requirement of building trade to shear wall.
At present, carrying out the mode of construction of concrete shear force wall at the construction field (site), is generally build wall mold by template, lays reinforcing bar after-pouring concrete, after concrete setting, remove mould again in its mould.The shortcoming that this kind of traditional form of construction work exists is: one, working procedure is complicated, labor intensive material resources are comparatively large, efficiency of construction is lower, construction cost is higher; Two, constructional materials occupied ground area is larger; Three, the noise produced in construction and dust pollute larger to surrounding enviroment.Thus, inconvenience and worry is brought to every aspect.
Summary of the invention
The object of this invention is to provide a kind of bracing or strutting arrangement of building shear wall, its adopts factorial praluction, site assembly after-pouring concrete, make shear wall after remove the mode of connector, it can solve, and the working procedure of prior art existence is complicated, efficiency of construction is lower, construction cost is higher, and the problem that in work progress, environmental pollution is larger.
The object of the invention is to be achieved through the following technical solutions: comprise polylith ribbed panel, ribbed panel is interconnected at longitudinal connector that adopts, the laterally parallel distribution of every two pieces of ribbed panels, its structure is: the first ribbed panel is parallel with the second ribbed panel length direction, position, space is formed between first ribbed panel and the second ribbed panel, the first fin on first ribbed panel and the second fin on the second ribbed panel are separately positioned in position, space, first fin is corresponding with the second ribbed panel, it installs cushion block each other, second fin is corresponding with the first ribbed panel, it installs cushion block each other, connector is arranged on the outside of the first ribbed panel and the second ribbed panel, and be connected with the second ribbed panel with the first ribbed panel respectively.
For realizing object of the present invention further, also come by following technical scheme: the first fin is mutually corresponding with the second fin, and it installs cushion block each other.First ribbed panel and the second ribbed panel offer at least one locating hole, and arrange at least one sleeve pipe in position, space, sleeve pipe is corresponding with locating hole; Described connector is made up of the first channel-section steel, the second channel-section steel, the 3rd channel-section steel, the 4th channel-section steel and at least one securing member respectively, at least one through hole offered respectively by first channel-section steel, the second channel-section steel, the 3rd channel-section steel and the 4th channel-section steel, and securing member penetrates in through hole, locating hole and sleeve pipe fastening.First fin is provided with several the first rib holes, several the first reinforcing bar cards are connected respectively in first rib holes, second fin is provided with several the second rib holes, several the second reinforcing bar cards are connected respectively in second rib holes, some longitudinal reinforcements penetrate in the first rib holes and the second rib holes respectively, and insert respectively in the first reinforcing bar card and the second reinforcing bar card.First channel-section steel, the second channel-section steel, the 3rd channel-section steel, the 4th channel-section steel are hinged respectively the first bracing frame, the second bracing frame, the 3rd bracing frame and the 4th bracing frame.
The beneficial effect that the present invention can produce: the present invention because adopting factorial praluction, site assembly after-pouring concrete, the mode of making rear dismounting connector builds shear wall, make working procedure relatively simple, it is compared with conventional art, construction cost can reduce more than 40%, manpower and materials can save more than 50%, efficiency of construction can improve about 2 times, and construction period can shorten about 50%, and whole building construction costs can save about 25%.
The present invention have working procedure simple, operate time saving and energy saving, efficiency of construction is higher, construction cost is lower, the remarkable advantage of environmental protection and energy saving, and manufacture process is pollution-free, consume energy low, manufacturing process is easy to realize, low cost of manufacture, be convenient to make, be convenient to in-site installation and concreting, it fundamentally solves the filthy of job site, and causes the problem of severe contamination to surrounding enviroment.
The present invention is the imbody realizing architectural industrialization and Green environmental-protection building, is widely used in building trade and can produces obvious Social and economic benef@.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the top view of Fig. 1, the first reinforcing bar card 1bb is connected in the first rib holes 1aa on main signal first fin 1a, the second reinforcing bar card 2bb is connected in the second rib holes 2aa on second fin 2a, longitudinal reinforcement penetrates in the first rib holes 1aa and the second rib holes 2aa respectively, and inserts the form of structure in the first reinforcing bar card 1bb and the second reinforcing bar card 2bb respectively;
Fig. 3 is the A direction view of Fig. 1, main signal first fin 1a is corresponding with the second ribbed panel 2, and it installs cushion block 3 each other, and the second fin 2a is corresponding with the first ribbed panel 1, it installs cushion block 3a each other, and the form of structure that connector is connected with the first ribbed panel 1 and the second ribbed panel 2;
Fig. 4 is another kind of structure of the present invention, and the first fin 1a is mutually corresponding with the second fin 2a in main signal, and it installs the form of structure of cushion block 3 each other;
Fig. 5 is the form of structure after the bracing frame that connector of the present invention is hinged is opened.
Detailed description of the invention
Contrast accompanying drawing is described in further detail technical scheme of the present invention in conjunction with the embodiments.
Bracing or strutting arrangement of building shear wall of the present invention, comprise polylith ribbed panel, ribbed panel is interconnected at longitudinal connector that adopts, the laterally parallel distribution of every two pieces of ribbed panels, its structure is: the first ribbed panel 1 is parallel with the second ribbed panel 2 length direction, position, space L is formed between first ribbed panel 1 and the second ribbed panel 2, the first fin 1a on first ribbed panel 1 and the second fin 2a on the second ribbed panel 2 is separately positioned in the L of position, space, first fin 1a is corresponding with the second ribbed panel 2, it installs cushion block 3 each other, second fin 2a is corresponding with the first ribbed panel 1, it installs cushion block 3a each other, connector is arranged on the outside of the first ribbed panel 1 and the second ribbed panel 2, and be connected with the second ribbed panel 2 with the first ribbed panel 1 respectively.First fin 1a is mutually corresponding with the second fin 2a, and it installs cushion block 3b each other.First ribbed panel 1 and the second ribbed panel 2 offer at least one locating hole, and arrange at least one sleeve pipe 30 in the L of position, space, sleeve pipe 30 is corresponding with locating hole; Described connector is made up of the first channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13, the 4th channel-section steel 14 and at least one securing member respectively, at least one through hole offered respectively by first channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13 and the 4th channel-section steel 14, and securing member penetrates in through hole, locating hole and sleeve pipe 30 fastening.First fin 1a is provided with several the first rib holes 1aa, several the first reinforcing bar cards 1bb is connected respectively in first rib holes 1aa, second fin 2a is provided with several the second rib holes 2aa, several the second reinforcing bar cards 2bb is connected respectively in second rib holes 2aa, some longitudinal reinforcements penetrate in the first rib holes 1aa and the second rib holes 2aa respectively, and insert respectively in the first reinforcing bar card 1bb and the second reinforcing bar card 2bb.First channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13, the 4th channel-section steel 14 are hinged respectively the first bracing frame 21, second bracing frame 22, the 3rd bracing frame 23 and the 4th bracing frame.
During making, various component are processed by above-mentioned requirements, arranged by several pieces of ribbed panel longitudinal arrangements according to the height of building shear wall is selected, and laterally parallel distribution is also mutually corresponding to make every two pieces of ribbed panels, it forms position, space L each other, then makes it be connected location by the first channel-section steel 11, second channel-section steel 12 of connector, the 3rd channel-section steel 13 with the 4th channel-section steel 14 and securing member.
Arrange at least one sleeve pipe 30 in the L of position, space, sleeve pipe 30 is inserted on securing member.
Longitudinal reinforcement is installed in the L of position, space to carry out in manufacturing works, also can carries out at the construction field (site).
Owing to being equipped with reinforcing bar in ribbed panel and fin thereof, the relative longitudinal reinforcement of this reinforcing bar is that level is to arrangement, therefore, in the L of position, space after concreting, concrete and ribbed panel and fin thereof form an overall shear wall, and various index, parameter are all to meet or exceed national standard after tested.
In the position L of space of the present invention, concreting is after curing time, the first channel-section steel 11, second channel-section steel 12 of connector, the 3rd channel-section steel 13 and the 4th channel-section steel 14 is removed, make shear wall with this by securing member.
First channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13, the 4th channel-section steel 14 are hinged respectively the first bracing frame 21, second bracing frame 22, the 3rd bracing frame 23 and the 4th bracing frame, are put used in place for the present invention is transported to job site temporarily.
When the shear wall that making body of wall is thicker, can arrange mutually corresponding for the fin on every two pieces of ribbed panels, and between two fins, cushion block is installed.
Cushion block of the present invention can effectively prevent every two pieces of parallel distributions of transverse direction, mutually corresponding ribbed panel when being interconnected by connector, and its clamping force is to the damage of fin.
Ribbed panel is provided with at least one fin, and fin is T-shaped, and the top end face of fin is parallel with ribbed panel surface, fin is arranged on the middle position on ribbed panel, also can be arranged on the left and right position on ribbed panel, the fin on ribbed panel also can arrange multiple, and it is known technology.
When making the first floor shear wall of building, first be arranged on the basis of building by transversely arranged for several the present invention, and the reinforcing bar in each ribbed panel and fin thereof is interconnected, longitudinal reinforcement lower end in the present invention is connected with building foundation, now, in the position L of space of the present invention, concreting makes first floor shear wall; When making the second layer shear wall of building, be arranged on first floor shear wall by transversely arranged for several the present invention, and the reinforcing bar in each ribbed panel and fin thereof is interconnected, its longitudinal reinforcement lower end is connected with the longitudinal reinforcement upper end of first floor shear wall, now, in the position L of space of the present invention, concreting makes second layer shear wall, makes the mode of operation of the above shear wall of third layer by that analogy.
Horizontal stroke of the present invention, longitudinal direction are all Figure 1 shows that standard.
Technical scheme of the present invention is not limited only to the embodiment that the present embodiment is recorded, and other embodiment can also be had to complete technical scheme of the present invention.
The technology that the present invention does not describe in detail, shape, structure part are known technology.
Claims (1)
1. build the bracing or strutting arrangement of shear wall, it is characterized in that: comprise polylith ribbed panel, ribbed panel is interconnected at longitudinal connector that adopts, the laterally parallel distribution of every two pieces of ribbed panels, its structure is: the first ribbed panel (1) is parallel with the second ribbed panel (2) length direction, position, space (L) is formed between first ribbed panel (1) and the second ribbed panel (2), the first fin (1a) on first ribbed panel (1) and the second fin (2a) on the second ribbed panel (2) are separately positioned in position, space (L), first fin (1a) is mutually corresponding with the second fin (2a), it installs cushion block (3b) each other, connector is arranged on the outside of the first ribbed panel (1) and the second ribbed panel (2), and is connected with the second ribbed panel (2) with the first ribbed panel (1) respectively, first ribbed panel (1) and the second ribbed panel (2) offer at least one locating hole, arranges at least one sleeve pipe (30) in position, space (L), sleeve pipe (30) is corresponding with locating hole, described connector is made up of the first channel-section steel (11), the second channel-section steel (12), the 3rd channel-section steel (13), the 4th channel-section steel (14) and at least one securing member respectively, at least one through hole offered respectively by first channel-section steel (11), the second channel-section steel (12), the 3rd channel-section steel (13) and the 4th channel-section steel (14), and securing member penetrates in through hole, locating hole and sleeve pipe (30) fastening, first fin (1a) is provided with several the first rib holes (1aa), several the first reinforcing bar cards (1bb) are connected respectively in first rib holes (1aa), second fin (2a) is provided with several the second rib holes (2aa), several the second reinforcing bar cards (2bb) are connected respectively in second rib holes (2aa), some longitudinal reinforcements penetrate in the first rib holes (1aa) and the second rib holes (2aa) respectively, and insert in the first reinforcing bar card (1bb) and the second reinforcing bar card (2bb) respectively, first channel-section steel (11), the second channel-section steel (12), the 3rd channel-section steel (13), the 4th channel-section steel (14) are hinged respectively the first bracing frame (21), the second bracing frame (22), the 3rd bracing frame (23) and the 4th bracing frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310145423.8A CN103243906B (en) | 2013-04-24 | 2013-04-24 | Build the bracing or strutting arrangement of shear wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310145423.8A CN103243906B (en) | 2013-04-24 | 2013-04-24 | Build the bracing or strutting arrangement of shear wall |
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| Publication Number | Publication Date |
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| CN103243906A CN103243906A (en) | 2013-08-14 |
| CN103243906B true CN103243906B (en) | 2016-04-13 |
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Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590516B (en) * | 2013-12-02 | 2015-10-07 | 贵州皆盈科技开发有限公司 | A kind of self-balancing precast surface, cast-in-place core filler wall mould bases |
| CN103603489B (en) * | 2013-12-09 | 2015-10-07 | 贵州皆盈科技开发有限公司 | A kind of construction equipment for precast surface, cast-in-place core filler wall |
| CN104563341A (en) * | 2014-12-18 | 2015-04-29 | 王本淼 | Light-weight fireproof heat insulation wall body and manufacturing method thereof |
| CN104533008A (en) * | 2014-12-18 | 2015-04-22 | 王本淼 | Heat insulating wallboard formed by casting foam cement into machine-made steel net-like body |
| CN104481059B (en) * | 2014-12-18 | 2017-11-10 | 王海崴 | A kind of mechanism steel mesh and the compound Self-insulation wall plate of light-weight inorganic thing |
| CN104499636A (en) * | 2014-12-18 | 2015-04-08 | 王本淼 | Self-heat-preservation wall board cast by machine-manufactured steel meshed body and light inorganic matter in place |
| CN104499637A (en) * | 2014-12-18 | 2015-04-08 | 王海葳 | Self-heat-preservation wall board and production method thereof |
| CN104805932B (en) * | 2015-05-18 | 2017-03-08 | 山东金城建设有限公司 | Outer wall self heat-preserving system anti-floating anti-lateral displacement construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002146954A (en) * | 2000-11-10 | 2002-05-22 | Inaba Yoshie | Built-up form apparatus for use in forming skeleton |
| WO2006114864A1 (en) * | 2005-04-19 | 2006-11-02 | Yanagihara, Minori | Form panel |
| CN101550736A (en) * | 2009-05-13 | 2009-10-07 | 顾小林 | Method for casting in-situ composite lightweight wall by detaching-free template and equipment thereof |
| CN201386392Y (en) * | 2009-04-21 | 2010-01-20 | 中建三局第二建设工程有限责任公司 | Concrete hollow supporting body used for wall body construction technique |
| CN102635181A (en) * | 2012-05-07 | 2012-08-15 | 兰州大学 | Prefabricated ribbed bottom plate superposed wall |
| CN203188402U (en) * | 2013-04-24 | 2013-09-11 | 山东万斯达建筑科技有限公司 | Supporting device for pouring shear wall |
-
2013
- 2013-04-24 CN CN201310145423.8A patent/CN103243906B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002146954A (en) * | 2000-11-10 | 2002-05-22 | Inaba Yoshie | Built-up form apparatus for use in forming skeleton |
| WO2006114864A1 (en) * | 2005-04-19 | 2006-11-02 | Yanagihara, Minori | Form panel |
| CN201386392Y (en) * | 2009-04-21 | 2010-01-20 | 中建三局第二建设工程有限责任公司 | Concrete hollow supporting body used for wall body construction technique |
| CN101550736A (en) * | 2009-05-13 | 2009-10-07 | 顾小林 | Method for casting in-situ composite lightweight wall by detaching-free template and equipment thereof |
| CN102635181A (en) * | 2012-05-07 | 2012-08-15 | 兰州大学 | Prefabricated ribbed bottom plate superposed wall |
| CN203188402U (en) * | 2013-04-24 | 2013-09-11 | 山东万斯达建筑科技有限公司 | Supporting device for pouring shear wall |
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| CN103243906A (en) | 2013-08-14 |
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