CN209145275U - A kind of T-type shear wall aluminum alloy template component - Google Patents
A kind of T-type shear wall aluminum alloy template component Download PDFInfo
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- CN209145275U CN209145275U CN201821979541.3U CN201821979541U CN209145275U CN 209145275 U CN209145275 U CN 209145275U CN 201821979541 U CN201821979541 U CN 201821979541U CN 209145275 U CN209145275 U CN 209145275U
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- back cord
- aluminum alloy
- steel pipe
- template
- type back
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Abstract
The utility model provides a kind of T-type shear wall aluminum alloy template component, the aluminum alloy template component includes for being spliced into the muti-piece rectangle template of inner side template wall and outer side mold board wall, for splicing the internal corner formwork in inner corner trim, and the perpendicular type back cord for being set up in the inner side template wall back side and the linear type back cord for being set up in the outer side mold board wall back side, wherein, multiple support members are fixed between the upper and lower level perpendicular type back cord of the inner side template wall, fix multiple support members between the upper and lower level right angle back cord of the outer side mold board wall.The utility model builds template for T-type shear wall, can effectively reduce the occupancy to construction site, and fast implement the splicing and disassembly between template.
Description
Technical field
The utility model relates to technical field of building construction, in particular to a kind of T-type shear wall aluminum alloy template component.
Background technique
Assembled architecture is to pass through the building assembled at the construction field (site) with prefabricated component, and assembled architecture is due to dress
It is fast with speed, is influenced the advantages of small, saving labour by environment and is widely used.Prefabricated concrete structure is built, and is
By being carried out to concrete component to prefabricated components such as concrete wall, cylinder, beam, floors, building template at the scene
Part forms concrete structure building after pouring.
The template built in the prior art generally comprises steel form, wood plywood template, bamboo plywood form, plastic formwork,
And aluminum alloy mould plate, and for prefabricated concrete structure building pour the steel form generallyd use, wooden agglutination formwork and
Aluminum alloy mould plate.It due to aluminum alloy mould plate long service life, reuses often, construction efficiency is high, and working security is high, benefit
In environmental protection, and the advantages of cost is relatively low, it is widely used.
But aluminum alloy mould plate in the prior art is built, and for specific shear wall, the angle of inner corner trim position
Mould is usually that simple two face die plate is put together, and existing angle mould is connect by fastener with adjacent wide template, make and
The splicing and disassembly of its wide template spliced are extremely inconvenient.Meanwhile the overlap joint of aluminum alloy mould plate in the prior art, it needs to cross
Diagonal brace is set on back cord, and the setting of a plurality of diagonal brace results in the increase of construction site, it is difficult to meet the lesser feelings of boundary of works area
Condition.
Therefore, in order to solve the above-mentioned technical problem, a kind of T-type shear wall aluminum alloy template component is needed, is sheared for T-type
Wall builds template, effectively reduces the occupancy to construction site, and fast implements the splicing and disassembly between template.
Utility model content
What the utility model provided is designed to provide a kind of T-type shear wall aluminum alloy template component, the aluminium alloy
Template component includes for being spliced into the muti-piece rectangle template of inner side template wall and outer side mold board wall, for splicing the yin in inner corner trim
Angle formwork, and be set up in the perpendicular type back cord at the inner side template wall back side and be set up in the linear type back at the outer side mold board wall back side
It is stupefied, wherein
Multiple support members are fixed between the upper and lower level perpendicular type back cord of the inner side template wall, the outer side mold board wall
Multiple support members are fixed between upper and lower level right angle back cord.
In one embodiment, the support member includes the first cross-brace piece and the second cross-brace piece, and described the
Multiple longitudinal supporting plates are fixed between one cross-brace piece and the second cross-brace piece.
In one embodiment, multiple longitudinal supporting plate parallel arrangements.
In one embodiment, multiple angled arrangements of the longitudinal supporting plate.
In one embodiment, the perpendicular type back cord includes the first orthogonal rectangle steel pipe and the second orthogonal rectangle steel pipe,
The first orthogonal rectangle steel pipe and the second orthogonal rectangle steel pipe congruent weld；
Multipair link block pair is welded between the first orthogonal rectangle steel pipe and the second orthogonal rectangle steel pipe, it is each
Include the first link block and the second link block to link block, perforative first through hole is opened up on the first link block, connects second
It connects and opens up perforative second through-hole on block.
In one embodiment, the linear type back cord includes first straight line rectangular steel pipe and second straight line rectangular steel pipe,
The first straight line rectangular steel pipe and second straight line rectangular steel pipe overlapping are welded；
Multipair link block pair is welded between the first straight line rectangular steel pipe and the second straight line rectangular steel pipe, it is each
Include third link block and the 4th link block to link block, perforative third through-hole is opened up on third link block, connects the 4th
It connects and opens up perforative fourth hole on block.
In one embodiment, the first cross-brace piece is welded and fixed with upper layer perpendicular type back cord, the second cross-brace piece
It is welded and fixed with lower layer perpendicular type back cord.
In one embodiment, the first cross-brace piece is bolted with upper layer perpendicular type back cord, and second laterally props up
Blade is fixed with lower layer's perpendicular type back cord bolt.
In one embodiment, the first cross-brace piece is welded and fixed with upper layer linear type back cord, the second cross-brace piece
It is welded and fixed with lower layer linear type back cord.
In one embodiment, the first cross-brace piece is bolted with upper layer linear type back cord, and second laterally props up
Blade is bolted with lower layer's linear type back cord.
A kind of T-type shear wall aluminum alloy template component provided by the utility model, builds template for T-type shear wall, can
To save diagonal brace, the occupancy to construction site can be effectively reduced, and fast implements the splicing and disassembly between template.
It should be appreciated that aforementioned description substantially and subsequent detailed description are exemplary illustration and explanation, it should not
As the limitation to the claimed content of the utility model.
Detailed description of the invention
With reference to the attached drawing of accompanying, the more purposes of the utility model, function and advantage will pass through the utility model embodiment party
Formula is illustrated described below, in which:
Fig. 1 is the spliced inside schematic diagram of the utility model aluminum alloy template component.
Fig. 2 is the spliced outside schematic diagram of the utility model aluminum alloy template component.
Fig. 3 is the rectangle template schematic diagram of the utility model aluminum alloy template component.
Fig. 4 is the internal corner formwork schematic diagram of the utility model aluminum alloy template component.
Fig. 5 is the perpendicular type back cord schematic diagram of the utility model aluminum alloy template component.
Fig. 6 is the linear type back cord schematic diagram of the utility model aluminum alloy template component.
Fig. 7 is the connection schematic diagram of outside rectangle template and inside internal corner formwork in the utility model one embodiment.
Fig. 8 is the support member schematic diagram of the utility model aluminum alloy template component.
Fig. 9 is the schematic diagram of the utility model one embodiment back cord and lower layer's back cord fixed support part at the middle and upper levels.
Figure 10 is the schematic diagram of the utility model another embodiment back cord and lower layer's back cord fixed support part at the middle and upper levels.
Specific embodiment
By reference to exemplary embodiment, the purpose of this utility model and function and for realizing these purposes and function
Method will be illustrated.However, the utility model is not limited to exemplary embodiment as disclosed below；It can be by not
It is realized with form.The essence of specification is only to aid in those skilled in the relevant arts' Integrated Understanding the utility model
Detail.
Hereinafter, the embodiments of the present invention will be described with reference to the drawings.In the accompanying drawings, identical appended drawing reference represents
Same or similar component or same or like step.
The spliced inside schematic diagram of the utility model aluminum alloy template component as shown in Figure 1, the utility model shown in Fig. 2
The spliced outside schematic diagram of aluminum alloy template component, pours shear wall after building template at the construction field (site).According to this
The embodiment of utility model, a kind of T-type shear wall aluminum alloy template component, including for being spliced into inner side template wall and outer side mold
The muti-piece rectangle template 2 of board wall, for splicing the internal corner formwork 3 in inner corner trim, and be set up in the right angle at the inner side template wall back side
Type back cord 4 and the linear type back cord 5 for being set up in the outer side mold board wall back side.
It is spliced into an outer side mold board wall by multiple rectangle templates 2, lateral surface board wall is affixed on the outside of T-type shear wall 1
Face.It is spliced into inner side template wall with internal corner formwork 3 by multiple rectangle templates 2, inner side template wall is affixed on the interior of T-type shear wall 1
Side.The Back Mounted linear type back cord 5 of form walls on the outside should in the Back Mounted perpendicular type back cord 4 of inner side template wall
Understand, the linear type back cord of erection has multilayer, and the perpendicular type back cord of erection also has multilayer, and is set up in inner side template wall
The perpendicular type back cord 4 at the back side is identical with each layer of the linear type back cord 5 for being set up in the outer side mold board wall back side of height, to run through
Two-way turnbuckle.As depicted in figs. 1 and 2, the present embodiment in order to briefly, clearly illustrate the utility model, illustratively with
For two layers of back cord.
Embodiment according to the present utility model fixes multiple support portions between the upper and lower level perpendicular type back cord of inner side template wall
Part fixes multiple support members between the upper and lower level perpendicular type back cord of outer side mold board wall.As shown in Figure 1, in inner side template wall
Multiple support members 6 are fixed between upper layer perpendicular type back cord and lower layer's perpendicular type back cord 4.As shown in Fig. 2, form walls on the outside
Multiple support members are fixed between upper layer linear type back cord and lower layer's linear type back cord 5.
The rectangle template schematic diagram of the utility model aluminum alloy template component as shown in Figure 3, the utility model as shown in Figure 4
The internal corner formwork schematic diagram of aluminum alloy template component, the preferential width of rectangle template is the template of 400mm in the present embodiment, some
The width of rectangle template can be 300mm, 250mm, 200mm, 150mm, 100mm, 50mm in embodiment.The rectangle template back side to
Outer protrusion forms first longitudinal direction sheth 202 and transverse frame item 203, and rectangle template is located at first longitudinal direction frame on bottom plate 201
The side of frame item 202 opens up the first pattern hole 204 and (shows the first module hole of side in Fig. 3, it should be understood that also open the other side
There is the first pattern hole).
Internal corner formwork 3 includes the first template plate 301 and the second template plate 302, the first template plate 301 and the second mould
Board bottom plate 302 is vertically fixed, such as is welded and fixed or is integrally formed, and 301 back side of the first template plate outwardly protrudes to form second
Longitudinal framing item 303,302 back side of the second template plate outwardly protrude to form third longitudinal framing item 304, the both ends of internal corner formwork
It is respectively equipped with connecting plate 306.Internal corner formwork 3 opens up on the first template plate 301 positioned at the side of second longitudinal direction sheth 303
Second pattern hole, internal corner formwork 3 open up third mould positioned at the side of third longitudinal framing item 304 on the second template plate 302
Plate hole.
The first longitudinal direction sheth 202 of rectangle template, second longitudinal direction sheth 303 and third longitudinal direction frame with internal corner formwork
Frame item 304 it is of same size, when the rectangle template that makes and internal corner formwork are spliced into inner side template wall, first longitudinal direction sheth and the
Two longitudinal framing items, 303/ third longitudinal framing item 304 flushes.
When inside template wall and the splicing of outer side mold board wall are completed, it is spliced into the of each rectangle template of inside template wall
One pattern hole is fixed with the first pattern hole of the corresponding rectangle template for being spliced into outer side mold board wall by two-way turnbuckle.
It is spliced into the second pattern hole and/or third pattern hole of the internal corner formwork of inside template wall, with pair for being spliced into outer side mold board wall
First pattern hole of the rectangle template answered is fixed by two-way turnbuckle.
When adjacent inner side template wall, which splices, to be completed, it is spliced into the second pattern hole of the internal corner formwork of inside template wall
And/or third pattern hole, third pattern hole and/or the second pattern hole with the adjacent internal corner formwork for being spliced into inside template wall
It is fixed by two-way turnbuckle.The utility model use specific internal corner formwork, make the rectangle template spliced with it splicing and
It dismantles very convenient.
The perpendicular type back cord schematic diagram of the utility model aluminum alloy template component as shown in Figure 5, the utility model shown in Fig. 6
The linear type back cord schematic diagram of aluminum alloy template component.The utility model uses perpendicular type back cord to the inside of T-type shear wall, right
The outside of T-type shear wall uses linear type back cord.As shown in figure 5, perpendicular type back cord includes the first orthogonal rectangle steel pipe 401 and the
Two orthogonal rectangle steel pipes 402, the first orthogonal rectangle steel pipe 401 and the second orthogonal rectangle steel pipe 402 overlapping are welded.At the first right angle
Multipair link block pair is welded between rectangular steel pipe 401 and the second orthogonal rectangle steel pipe 402, every a pair of link block includes the first connection
Block 403 and the second link block 404, open up perforative first through hole 4031 on the first link block 403, in the second link block 404
On open up perforative second through-hole 4041.
As shown in fig. 6, linear type back cord includes first straight line rectangular steel pipe 501 and second straight line rectangular steel pipe 502, first
Straight line rectangular steel pipe 501 and the overlapping of second straight line rectangular steel pipe 502 are welded.In first straight line rectangular steel pipe 501 and second straight line
Welding multipair link block pair between rectangular steel pipe 502, every a pair of link block includes third link block 503 and the 4th link block 504,
Perforative third through-hole 5031 is opened up on third link block, and perforative fourth hole 5041 is opened up on the 4th link block.This
In embodiment, the first orthogonal rectangle steel pipe 401 and the second orthogonal rectangle steel pipe 402, first straight line rectangular steel pipe 501 and second are straight
Line rectangular steel pipe 502 is the rectangular steel pipe of 80mmX60mmX3mm.
When inside template wall and the splicing of outer side mold board wall are completed, in the Back Mounted perpendicular type back cord of inner side template wall,
The Back Mounted linear type back cord of form walls on the outside, by two-way turnbuckle by perpendicular type back cord, be spliced into inner side template
The template (rectangle template or internal corner formwork) of wall, the rectangle template for being spliced into outer side mold board wall, linear type back cord are fixed.This is practical
The novel double square steel pipe using overlapping welding, and block pair is welded to connect between double square steel pipe, it is same to making by link block
The form walls of side are fixed, and not ipsilateral form walls are fixed, improve build it is steady for T-type shear wall integral mold plate
Solidity.
One embodiment according to the present utility model, illustratively to be spliced into internal corner formwork and the outside of inner side template wall
The process for using two-way turnbuckle fixed is illustrated for the rectangle template of form walls, for the fixation side of other templates
Formula is identical with this, and will not be described in great detail.
The connection signal of outside rectangle template and inside internal corner formwork in the utility model one embodiment as shown in Figure 7
Figure, be spliced into the rectangle template 2 of outer side mold board wall and be spliced into inner side template wall internal corner formwork 3 between place prefabricated coagulation
Soil shearing wall member, has the positioning wall pipe 8 positioned to two-way turnbuckle 7 in concrete shear wall member, multiple pre-
The gap location of the concrete shear wall member of system arranges stay 9.In the present embodiment, two-way turnbuckle 7 uses Tr16 spiral shell through walls
Bolt, positioning wall pipe 8 are made of positioning rubber plug and pvc pipe.
Perpendicular type back cord assumes that on inner side template wall, two-way turnbuckle 7 sequentially passes through the first orthogonal rectangle steel pipe 401
First through hole between the second orthogonal rectangle steel pipe 402 on first link block 403 is (or second logical on the second link block 404
Hole), the pattern hole on internal corner formwork 3, positioning wall pipe 8, the pattern hole on rectangle template 2, first straight line rectangular steel pipe 501 with
Third through-hole (or four through-holes on the 4th link block 504) between second straight line rectangular steel pipe 502 on third link block 503,
Form walls are solid by the first nut tight 505 on the outside, fastened in inner side template wall by the second nut 405.
According to the embodiment of this practicability, multiple support portions are fixed between the upper and lower level perpendicular type back cord of inner side template wall
Part fixes multiple support members, the utility model aluminium alloy as shown in Figure 8 between the upper and lower level perpendicular type back cord of outer side mold board wall
The support member schematic diagram of template component, support member include the first cross-brace piece 601 and the second cross-brace piece 602, the
Multiple longitudinal supporting plates 603 are fixed between one cross-brace piece 601 and the second cross-brace piece 602.In some embodiments, more
A longitudinal supporting plate parallel arrangement；In further embodiments, the angled arrangement of multiple longitudinal supporting plates.
The signal of the utility model one embodiment as shown in Figure 9 back cord and lower layer's back cord fixed support part at the middle and upper levels
Figure, when back cord is built in template, for inner side template wall, the first cross-brace piece 601 and the perpendicular type back cord on upper layer
Second orthogonal rectangle steel pipe 402 welding 604 is fixed, the first right angle of the second cross-brace piece 602 and the perpendicular type back cord of lower layer
Rectangular steel pipe 401 is welded and fixed.
For outer side mold board wall, the second straight line rectangular steel pipe welding of the first cross-brace piece and upper layer linear type back cord is solid
Fixed, the first straight line rectangular steel pipe of the second cross-brace piece and the weldering of lower layer's linear type back cord connects fixation.
Figure 10 is the schematic diagram of the utility model another embodiment back cord and lower layer's back cord fixed support part at the middle and upper levels,
When back cord is built in template, for inner side template wall, the second of the first cross-brace piece 601 and upper layer perpendicular type back cord is straight
Angle rectangular steel pipe 402 is fixed by bolt 605, the first orthogonal rectangle steel of the second cross-brace piece and lower layer's perpendicular type back cord spiral shell
Pipe 401 is fixed by bolt 605.
For outer side mold board wall, the second straight line rectangular steel pipe of the first cross-brace piece and upper layer linear type back cord passes through spiral shell
Bolt is fixed, and the first straight line rectangular steel pipe of the second cross-brace piece and lower layer's linear type back cord is bolted.
A kind of T-type shear wall aluminum alloy template component provided by the utility model, builds template for T-type shear wall, can
To save diagonal brace, the occupancy to construction site can be effectively reduced, and fast implements the splicing and disassembly between template.
In conjunction with the explanation and practice of the utility model disclosed here, the other embodiments of the utility model are for this field
Technical staff will be readily apparent and understand.Illustrate and embodiment be regarded only as being exemplary, the utility model it is real
Scope and spirit are defined in the claims.
Claims (10)
1. a kind of T-type shear wall aluminum alloy template component, which is characterized in that the aluminum alloy template component includes for being spliced into
The muti-piece rectangle template of inner side template wall and outer side mold board wall, for splicing the internal corner formwork in inner corner trim, and be set up in inside
The perpendicular type back cord at the form walls back side and the linear type back cord for being set up in the outer side mold board wall back side, wherein
Fix multiple support members between the upper and lower level perpendicular type back cord of the inner side template wall, the outer side mold board wall up and down
Multiple support members are fixed between layer right angle back cord.
2. aluminum alloy template component according to claim 1, which is characterized in that the support member includes the first lateral branch
Blade and the second cross-brace piece fix multiple longitudinal branch between the first cross-brace piece and the second cross-brace piece
Fagging.
3. aluminum alloy template component according to claim 2, which is characterized in that the parallel cloth of the multiple longitudinal supporting plates
It sets.
4. aluminum alloy template component according to claim 2, which is characterized in that multiple longitudinal supporting plates are at certain angle
Degree arrangement.
5. aluminum alloy template component according to claim 1, which is characterized in that the perpendicular type back cord includes the first right angle
Rectangular steel pipe and the second orthogonal rectangle steel pipe, the first orthogonal rectangle steel pipe and the second orthogonal rectangle steel pipe congruent weld
It connects；
Multipair link block pair is welded between the first orthogonal rectangle steel pipe and the second orthogonal rectangle steel pipe, every a pair is even
Connecing block includes the first link block and the second link block, perforative first through hole is opened up on the first link block, in the second link block
On open up perforative second through-hole.
6. aluminum alloy template component according to claim 1, which is characterized in that the linear type back cord includes first straight line
Rectangular steel pipe and second straight line rectangular steel pipe, the first straight line rectangular steel pipe and second straight line rectangular steel pipe overlapping are welded
It connects；
Multipair link block pair is welded between the first straight line rectangular steel pipe and the second straight line rectangular steel pipe, every a pair is even
Connecing block includes third link block and the 4th link block, and perforative third through-hole is opened up on third link block, in the 4th link block
On open up perforative fourth hole.
7. according to aluminum alloy template component described in any claim in claim 2,3,4 or 5, which is characterized in that first
Cross-brace piece is welded and fixed with upper layer perpendicular type back cord, and the second cross-brace piece is welded and fixed with lower layer's perpendicular type back cord.
8. according to aluminum alloy template component described in any claim in claim 2,3,4 or 5, which is characterized in that first
Cross-brace piece is bolted with upper layer perpendicular type back cord, and the second cross-brace piece and lower layer's perpendicular type back cord bolt are solid
It is fixed.
9. according to aluminum alloy template component described in any claim in claim 2,3,4 or 6, which is characterized in that first
Cross-brace piece is welded and fixed with upper layer linear type back cord, and the second cross-brace piece is welded and fixed with lower layer's linear type back cord.
10. according to aluminum alloy template component described in any claim in claim 2,3,4 or 6, which is characterized in that first
Cross-brace piece is bolted with upper layer linear type back cord, and the second cross-brace piece and lower layer's linear type back cord pass through bolt
It is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821979541.3U CN209145275U (en) | 2018-11-28 | 2018-11-28 | A kind of T-type shear wall aluminum alloy template component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821979541.3U CN209145275U (en) | 2018-11-28 | 2018-11-28 | A kind of T-type shear wall aluminum alloy template component |
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| Publication Number | Publication Date |
|---|---|
| CN209145275U true CN209145275U (en) | 2019-07-23 |
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ID=67288139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821979541.3U Expired - Fee Related CN209145275U (en) | 2018-11-28 | 2018-11-28 | A kind of T-type shear wall aluminum alloy template component |
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| Country | Link |
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| CN (1) | CN209145275U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111941603A (en) * | 2020-07-23 | 2020-11-17 | 江苏东塔建筑科技有限公司 | Combined metal template structure |
| CN113090009A (en) * | 2021-03-30 | 2021-07-09 | 晟通科技集团有限公司 | Template combination |
| CN113374253A (en) * | 2021-06-22 | 2021-09-10 | 晟通科技集团有限公司 | Connecting template and cement template structure |
-
2018
- 2018-11-28 CN CN201821979541.3U patent/CN209145275U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111941603A (en) * | 2020-07-23 | 2020-11-17 | 江苏东塔建筑科技有限公司 | Combined metal template structure |
| CN113090009A (en) * | 2021-03-30 | 2021-07-09 | 晟通科技集团有限公司 | Template combination |
| CN113374253A (en) * | 2021-06-22 | 2021-09-10 | 晟通科技集团有限公司 | Connecting template and cement template structure |
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