CN203188402U - Supporting device for pouring shear wall - Google Patents
Supporting device for pouring shear wall Download PDFInfo
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- CN203188402U CN203188402U CN 201320212900 CN201320212900U CN203188402U CN 203188402 U CN203188402 U CN 203188402U CN 201320212900 CN201320212900 CN 201320212900 CN 201320212900 U CN201320212900 U CN 201320212900U CN 203188402 U CN203188402 U CN 203188402U
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Abstract
The utility model provides a supporting device for pouring a shear wall. The supporting device for pouring the shear wall comprises a plurality of ribbed plates, the ribbed plates are longitudinally connected with one another through connecting pieces, and every two ribbed plates are transversely distributed in a parallel mode. According to the structure of the supporting device, a first ribbed plate is parallel to a second ribbed plate in a length direction, a space portion is formed between the first ribbed plate and the second ribbed plate, a first protruding rib on the first ribbed plate and a second protruding rib on the second ribbed plate are respectively arranged in the space portion, the first protruding rib corresponds to the second ribbed plate, a cushion block is arranged between the first protruding rib and the second ribbed plate, the second protruding rib corresponds to the first ribbed plate, a cushion block is arranged between the second protruding rib and the first ribbed plate, and the connecting pieces are arranged on the outer side of the first ribbed plate and the outer side of the second ribbed plate and are connected with the first ribbed plate and the second ribbed plate respectively. The mode that industrialized production and on-site assembly are adopted, then concrete is poured to form the shear wall, and then the connecting pieces are dismounted is adopted in the supporting device, and the problems of complex construction procedures, low construction efficiency and high construction cost in the prior art can be solved.
Description
Technical field
The utility model relates to the concrete building structure technical field, specifically a kind of bracing or strutting arrangement of building shear wall.
Background technology
For the shear wall on multilayer and the high-rise building, it is big to satisfy lateral rigidity, and under horizontal loads the little condition of sidesway, to guarantee the shock resistance of building.Therefore, be higher in building trade to the construction requirement of shear wall.
At present, carrying out the mode of construction of concrete shear force wall at the construction field (site), generally is to build the body of wall mould by template, lays reinforcing bar after-pouring concrete in its mould, treats to remove mould again after the concrete setting.The shortcoming that the traditional form of construction work of this kind exists is: one, working procedure complexity, labor intensive material resources are big, efficiency of construction is lower, construction cost is higher; Two, constructional materials occupied ground area is bigger; Three, the noise that produces in the construction and dust pollute bigger to surrounding enviroment.Thus, inconvenience and worry have been brought to every aspect.
The utility model content
The purpose of this utility model provides a kind of bracing or strutting arrangement of building shear wall, it adopts batch production production, site assembly after-pouring concrete, makes the mode of removing connector behind the shear wall, working procedure complexity, the efficiency of construction that it can solve the prior art existence is lower, construction cost is higher, and the bigger problem of environmental pollution in the work progress.
The purpose of this utility model is achieved through the following technical solutions: comprise the polylith ribbed panel, ribbed panel is vertically adopting connector to interconnect, the horizontal parallel distribution of per two ribbed panels, its structure is: first ribbed panel is parallel with the second ribbed panel length direction, form the position, space between first ribbed panel and second ribbed panel, first fin and second fin on second ribbed panel on first ribbed panel are separately positioned in the position, space, first fin is corresponding with second ribbed panel, it installs cushion block each other, second fin is corresponding with first ribbed panel, it installs cushion block each other, connector is arranged on the outside of first ribbed panel and second ribbed panel, and is connected with second ribbed panel with first ribbed panel respectively.
For further realizing the purpose of this utility model, also can finish by the following technical programs: first fin is corresponding mutually with second fin, and it installs cushion block each other.Offer at least one locating hole on first ribbed panel and second ribbed panel, at least one sleeve pipe is set in the position, space, sleeve pipe is corresponding with locating hole; Described connector is made up of first channel-section steel, second channel-section steel, the 3rd channel-section steel, the 4th channel-section steel and at least one securing member respectively, offer at least one through hole respectively on first channel-section steel, second channel-section steel, the 3rd channel-section steel and the 4th channel-section steel, securing member penetrates in through hole, locating hole and the sleeve pipe fastening.First fin is provided with several first rib holes, connect several first reinforcing bar cards in the first rib hole respectively, second fin is provided with several second rib holes, connect several second reinforcing bar cards in the second rib hole respectively, some longitudinal reinforcements penetrate respectively in first rib hole and the second rib hole, and insert respectively in the first reinforcing bar card and the second reinforcing bar card.First bracing frame, second bracing frame, the 3rd bracing frame and the 4th bracing frame are hinged respectively on first channel-section steel, second channel-section steel, the 3rd channel-section steel, the 4th channel-section steel.
The beneficial effect that the utility model can produce: the utility model is because adopting batch production production, site assembly after-pouring concrete, making the mode of removing connector in the back and build shear wall, make working procedure simple relatively, it is compared with conventional art, construction cost can reduce more than 40%, manpower and materials can be saved more than 50%, efficiency of construction can improve about 2 times, and construction period can shorten about 50%, and the whole building construction costs can be saved about 25%.
The utlity model has that working procedure is simple, operation is 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, it is low to consume energy, manufacturing process is easy to realize, low cost of manufacture, be convenient to make, be convenient to on-the-spot the installation and concreting, it has fundamentally solved the filthy of job site, and the problem that surrounding enviroment is caused severe contamination.
The utility model is the imbody of realizing architectural industrialization and Green environmental-protection building, is widely used in building trade and can produces tangible society and economic benefit.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the vertical view of Fig. 1, connect the first reinforcing bar card 1bb in the first rib hole 1aa on the main signal first fin 1a, connect the second reinforcing bar card 2bb in the second rib hole 2aa on the second fin 2a, longitudinal reinforcement penetrates respectively in first rib hole 1aa and the second rib hole 2aa, and inserts the form of structure in the first reinforcing bar card 1bb and the second reinforcing bar card 2bb respectively;
Fig. 3 is that the A of Fig. 1 is to view, the main signal first fin 1a is corresponding with second ribbed panel 2, and it is corresponding with first ribbed panel 1 that it installs cushion block 3, the second fin 2a each other, it installs cushion block 3a each other, and the form of structure that is connected with second ribbed panel 2 of connector and first ribbed panel 1;
Fig. 4 is another kind of structure of the present utility model, mainly illustrates the first fin 1a corresponding mutually with the second fin 2a, and it installs the form of structure of cushion block 3 each other;
Fig. 5 is the form of structure of the bracing frame that is hinged on the utility model connector after opening.
The specific embodiment
The contrast accompanying drawing is described in further detail the technical solution of the utility model in conjunction with the embodiments.
Bracing or strutting arrangement of building shear wall of the present utility model, comprise the polylith ribbed panel, ribbed panel is vertically adopting connector to interconnect, the horizontal parallel distribution of per two ribbed panels, its structure is: first ribbed panel 1 is parallel with second ribbed panel, 2 length directions, form position, space L between first ribbed panel 1 and second ribbed panel 2, the first fin 1a and the second fin 2a on second ribbed panel 2 on first ribbed panel 1 are separately positioned in the L of position, space, the first fin 1a is corresponding with second ribbed panel 2, it installs cushion block 3 each other, the second fin 2a is corresponding with first ribbed panel 1, it installs cushion block 3a each other, connector is arranged on the outside of first ribbed panel 1 and second ribbed panel 2, and is connected with second ribbed panel 2 with first ribbed panel 1 respectively.The first fin 1a is corresponding mutually with the second fin 2a, and it installs cushion block 3b each other.Offer at least one locating hole on first ribbed panel 1 and second ribbed panel 2, at least one sleeve pipe 30 is set in the L of position, space, sleeve pipe 30 is corresponding with locating hole; Described connector is made up of 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, offer at least one through hole respectively on first channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13 and the 4th channel-section steel 14, securing member penetrates in through hole, locating hole and the sleeve pipe 30 fastening.The first fin 1a is provided with several first rib holes 1aa, connect several first reinforcing bar cards 1bb in the 1aa of first rib hole respectively, the second fin 2a is provided with several second rib holes 2aa, connect several second reinforcing bar cards 2bb in the 2aa of second rib hole respectively, some longitudinal reinforcements penetrate respectively in first rib hole 1aa and the second rib hole 2aa, and insert respectively in the first reinforcing bar card 1bb and the second reinforcing bar card 2bb.First bracing frame 21, second bracing frame 22, the 3rd bracing frame 23 and the 4th bracing frame are hinged respectively on first channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13, the 4th channel-section steel 14.
During making, process various component by above-mentioned requirements, vertically arrange setting according to the height of building shear wall is selected by several ribbed panels, and make the horizontal parallel distribution of per two ribbed panels also corresponding mutually, it forms position, space L each other, and first channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13 and the 4th channel-section steel 14 and the securing member by connector makes it be connected the location again.
At least one sleeve pipe 30 is set in the L of position, space, and sleeve pipe 30 is inserted on the securing member.
Longitudinal reinforcement is installed in the L of position, space can carry out in manufacturing works, also can carry out at the construction field (site).
Owing to be equipped with reinforcing bar in ribbed panel and the fin thereof, the relative longitudinal reinforcement of this reinforcing bar is level to arrangement, therefore in the L of position, space behind the concreting, concrete and ribbed panel and fin thereof form a whole shear wall, and various indexs, parameter are all to meet or exceed national standard after tested.
After concreting is treated curing time in the position L of space of the present utility model, can first channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13 and the 4th channel-section steel 14 of connector be removed by securing member, make shear wall with this.
Be hinged respectively on first channel-section steel 11, second channel-section steel 12, the 3rd channel-section steel 13, the 4th channel-section steel 14 first bracing frame 21, second bracing frame 22, the 3rd bracing frame 23 and the 4th bracing frame are to put used in the place for the utility model is transported to the job site temporarily.
When making the thicker shear wall of body of wall, can the corresponding setting mutually of the fin on per two ribbed panels, and between two fins, cushion block is installed.
Cushion block of the present utility model can effectively prevent per two horizontal parallel distributions, mutual corresponding ribbed panel when interconnecting 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 shape, and the top end face of fin is parallel with the ribbed panel surface, fin is arranged on the middle position on the ribbed panel, also can be arranged on the ribbed panel about the portion position, the fin on the ribbed panel also can arrange a plurality of, it is known technology.
When making the first floor shear wall of building, earlier with on the transversely arranged basis that is arranged on building of several the utility model, and the reinforcing bar in each ribbed panel and the fin thereof interconnected, longitudinal reinforcement lower end on the utility model is connected with the building foundation, at this moment, concreting is made the first floor shear wall in the position L of space of the present utility model; When making the second layer shear wall of building, be arranged on the first floor shear wall several the utility model are transversely arranged, and the reinforcing bar in each ribbed panel and the fin thereof interconnected, its longitudinal reinforcement lower end is connected with the longitudinal reinforcement upper end of first floor shear wall, at this moment, concreting is made second layer shear wall in the position L of space of the present utility model, makes the mode of operation of shear wall more than the 3rd layer by that analogy.
Horizontal stroke described in the utility model, longitudinal direction all are as the criterion with shown in Figure 1.
Technical scheme described in the utility model is not limited only to the embodiment of present embodiment record, can also have other embodiment to finish the technical solution of the utility model.
The technology that the utility model is not described in detail, shape, structure partly are known technology.
Claims (5)
1. build the bracing or strutting arrangement of shear wall, it is characterized in that: comprise the polylith ribbed panel, ribbed panel is vertically adopting connector to interconnect, the horizontal parallel distribution of per two ribbed panels, its structure is: first ribbed panel (1) is parallel with second ribbed panel (2) length direction, form position, space (L) between first ribbed panel (1) and second ribbed panel (2), first fin (1a) and second fin (2a) on second ribbed panel (2) on first ribbed panel (1) are separately positioned in the position, space (L), first fin (1a) is corresponding with second ribbed panel (2), it installs cushion block (3) each other, second fin (2a) is corresponding with first ribbed panel (1), it installs cushion block (3a) each other, connector is arranged on the outside of first ribbed panel (1) and second ribbed panel (2), and is connected with second ribbed panel (2) with first ribbed panel (1) respectively.
2. bracing or strutting arrangement of building shear wall according to claim 1 is characterized in that: first fin (1a) is corresponding mutually with second fin (2a), and it installs cushion block (3b) each other.
3. bracing or strutting arrangement of building shear wall according to claim 1, it is characterized in that: offer at least one locating hole on first ribbed panel (1) and second ribbed panel (2), at least one sleeve pipe (30) is set in the position, space (L), and sleeve pipe (30) is corresponding with locating hole; Described connector is made up of 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, offer at least one through hole respectively on first channel-section steel (11), second channel-section steel (12), the 3rd channel-section steel (13) and the 4th channel-section steel (14), securing member penetrates in through hole, locating hole and the sleeve pipe (30) fastening.
4. bracing or strutting arrangement of building shear wall according to claim 1, it is characterized in that: first fin (1a) is provided with several first rib holes (1aa), connect several first reinforcing bar cards (1bb) in the first rib hole (1aa) respectively, second fin (2a) is provided with several second rib holes (2aa), connect several second reinforcing bar cards (2bb) in the second rib hole (2aa) respectively, some longitudinal reinforcements penetrate respectively in first rib hole (1aa) and second rib hole (2aa), and insert respectively in the first reinforcing bar card (1bb) and the second reinforcing bar card (2bb).
5. bracing or strutting arrangement of building shear wall according to claim 3, it is characterized in that: first bracing frame (21), second bracing frame (22), the 3rd bracing frame (23) and the 4th bracing frame are hinged respectively on first channel-section steel (11), second channel-section steel (12), the 3rd channel-section steel (13), the 4th channel-section steel (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320212900 CN203188402U (en) | 2013-04-24 | 2013-04-24 | Supporting device for pouring shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320212900 CN203188402U (en) | 2013-04-24 | 2013-04-24 | Supporting device for pouring shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203188402U true CN203188402U (en) | 2013-09-11 |
Family
ID=49105270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320212900 Expired - Lifetime CN203188402U (en) | 2013-04-24 | 2013-04-24 | Supporting device for pouring shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203188402U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243906A (en) * | 2013-04-24 | 2013-08-14 | 山东万斯达建筑科技有限公司 | Support device for pouring shear wall |
| CN104234269A (en) * | 2014-07-02 | 2014-12-24 | 山东万斯达建筑工业化研究院有限公司 | Construction method for prefabricated row hole-type shear wall |
-
2013
- 2013-04-24 CN CN 201320212900 patent/CN203188402U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243906A (en) * | 2013-04-24 | 2013-08-14 | 山东万斯达建筑科技有限公司 | Support device for pouring shear wall |
| CN103243906B (en) * | 2013-04-24 | 2016-04-13 | 山东万斯达建筑科技有限公司 | Build the bracing or strutting arrangement of shear wall |
| CN104234269A (en) * | 2014-07-02 | 2014-12-24 | 山东万斯达建筑工业化研究院有限公司 | Construction method for prefabricated row hole-type shear wall |
| CN104234268A (en) * | 2014-07-02 | 2014-12-24 | 山东万斯达建筑工业化研究院有限公司 | Prefabricated row type shear wall |
| CN104234269B (en) * | 2014-07-02 | 2016-04-13 | 山东万斯达建筑工业化研究院有限公司 | A kind of construction method of prefabricated round type shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130911 |
|
| CX01 | Expiry of patent term |