CN209670330U - A kind of prefabricated two-sided overlapping wall bottom level slit die board supporting structure - Google Patents
A kind of prefabricated two-sided overlapping wall bottom level slit die board supporting structure Download PDFInfo
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- CN209670330U CN209670330U CN201920357277.8U CN201920357277U CN209670330U CN 209670330 U CN209670330 U CN 209670330U CN 201920357277 U CN201920357277 U CN 201920357277U CN 209670330 U CN209670330 U CN 209670330U
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- Prior art keywords
- steel pipe
- overlapping wall
- prefabricated
- wall bottom
- slit die
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- 239000004567 concrete Substances 0.000 claims abstract description 32
- 238000011065 in-situ storage Methods 0.000 claims abstract description 32
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 28
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 28
- 238000007598 dipping method Methods 0.000 claims abstract description 9
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000004411 aluminium Substances 0.000 abstract description 19
- 238000000034 method Methods 0.000 abstract description 11
- 230000008569 process Effects 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 5
- 230000001737 promoting effect Effects 0.000 abstract description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 9
- 238000010276 construction Methods 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000002699 waste material Substances 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000001351 cycling effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to prefabricated two-sided overlapping wall bottom level slit die board supporting structure technical fields, in particular a kind of prefabricated two-sided overlapping wall bottom level slit die board supporting structure, including L-type aluminium film, support system, positioning support, concrete cast-in-situ layer and PC superimposed sheet and two-sided overlapping wall, it is characterized by: the support system includes supporting steel pipe and nut and bolt adjusting rod, the L-type aluminum dipping form is placed at two-sided overlapping wall bottom and concrete cast-in-situ layer intersecting horizontal seam, the top of the PC superimposed sheet is equipped with concrete cast-in-situ layer, the top of the concrete cast-in-situ layer is equipped with positioning support bar far from the side of L-type aluminium film, the other end of the positioning support bar is arranged with supporting steel pipe, the other end of the supporting steel pipe is fixedly installed with nut, single unit system positioning is simple, it is convenient to reinforce, process flow is simple, Installation, dismounting are extremely convenient, fast, time saving and energy saving, and stability and practicability are higher, have certain promotional value.
Description
Technical field
The utility model relates to prefabricated two-sided overlapping wall bottom level slit die board supporting structure technical fields, specially a kind of
Prefabricated two-sided overlapping wall bottom level slit die board supporting structure.
Background technique
Building realizes assembling, has and improves engineering quality, shorten construction period, simplify site operation process, reducing and apply
Work intensity improves building site environment, reduces pollution, reduces the advantages such as wet construction, while prefabrication can be effectively save
Resource and the energy help to play performance of the material in terms of realizing building energy conservation and structure stress, reduce site operation to field
The demand on ground and environmental condition reduces the site operation quantity of labour force, reduces the bad shadow of building waste and Construction on Environment
It rings, improves building function and structural behaviour, effectively realize the Green Development requirement of " four sections, one environmental protection ", realize low energy consumption, low
The building course of discharge promotes the sound development of Building Trade in China, realizes scheduled target for energy-saving and emission-reduction.
At this stage in assembled architecture, prefabricated two-sided overlapping wall obtains large-scale application.Two-sided overlapping wall is in conjunction with floor
Locating horizontal joint is to guarantee casting concrete density, is not preferably less than 50mm according to code requirement horizontal joint, not preferably greater than 70mm, by
Smaller in gap, formwork bracing system construction is relatively difficult, and conventional template support system uses plank sheathing support system, mould
Plate location difficulty needs inside positioning support and Screw arbor with nut at both-ends to be used cooperatively, and process flow is complicated, lost labor, increases cost,
Formation of concrete face is rough smooth, and presentation quality is poor, and template installation, dismounting require largely manually, to waste time
And operation difficulty is big, form cycling rate is low, causes waste of material, to guarantee later period decoration quality, needs after form removable to through walls
Specially treated is carried out at screw rod, it is therefore desirable to which the prefabricated two-sided overlapping wall bottom level slit die board supporting structure of one kind is to the above problem
Make improvement.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated two-sided overlapping wall bottom level slit die board supporting structures, with solution
Certainly the problems mentioned above in the background art.
To achieve the above object, the utility model provides the following technical solutions: a kind of prefabricated two-sided overlapping wall bottom level
Slit die board supporting structure, including L-type aluminium film, support system, positioning support, concrete cast-in-situ layer and PC superimposed sheet and Double-side laminated
Close wall, it is characterised in that: the support system includes supporting steel pipe and nut and bolt adjusting rod, and the L-type aluminum dipping form is placed
At two-sided overlapping wall bottom and concrete cast-in-situ layer intersecting horizontal seam, the top of the PC superimposed sheet is equipped with concrete cast-in-situ
Layer, the top of the concrete cast-in-situ layer are equipped with positioning support bar far from the side of L-type aluminium film, the positioning support bar it is another
One end is arranged with supporting steel pipe, and the other end of the supporting steel pipe is fixedly installed with nut, and the internal run-through of the nut extends
Bolt adjusting rod is installed to the inside of supporting steel pipe, the other end of the bolt adjusting rod is installed close to the side of L-type aluminium film.
Preferably, the use unified standard length dimension of the supporting steel pipe.
Preferably, the nut and supporting steel pipe electric welding connection.
Preferably, the bolt adjusting rod is connect for pushing up solid L-type aluminum alloy pattern plate with nut.
Preferably, described positioning support one end is embedded in concrete cast-in-situ layer in advance, and the other end of the positioning support extends
Concrete cast-in-situ layer out.
Preferably, the concrete cast-in-situ layer is cast-in-situ steel reinforced concrete layer.
Compared with prior art, the utility model has the beneficial effects that
1, it in the utility model, is used to block horizontal joint by the L-type aluminum alloy pattern plate of setting, letter is positioned using L-type aluminium film
Conveniently, process flow is simple for single, reinforcing, saves cost of labor, while aluminium film turnover rate is high, economizes on resources, nothing after aluminium film is removed
It need to individually handle, next procedure construction can be carried out.
2, in the utility model, positioning support, one end connection L-type aluminum alloy pattern plate are connected by support system one end of setting,
Positioning support be inserted into supporting steel pipe in be used for stationary positioned supporting steel pipe, supporting steel pipe connect with L-type aluminum alloy pattern plate direction be welded with and
The matched nut of bolt adjusting rod, nut are connected with bolt adjusting rod, by adjusting bolt if pre-buried positioning support has error
Adjusting rod disengaging makes support system hold out against L-type aluminium film, and installation, dismounting are extremely convenient, fast, time saving and energy saving.
3, in the utility model, by the supporting steel pipe of setting using unified standard length dimension, it can be used for any position,
Convenient for identification operation, and supporting steel pipe length is very short to meet the requirements, and greatlys save cost.
4, in the utility model, by the cast-in-place concrete molded surface of setting it is smooth it is smooth, presentation quality is good, be not present
Rise mould risk.
Detailed description of the invention
Fig. 1 is the utility model entirety main view；
Fig. 2 is the utility model overall top view；
Fig. 3 is the utility model support system structural exploded view.
In figure: 1-L type aluminium film, 2- support system, 201- supporting steel pipe, 202- nut, 203- bolt adjusting rod, 3- positioning
Support, 4- concrete cast-in-situ layer, 5-PC superimposed sheet, the two-sided overlapping wall of 6-.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: a kind of prefabricated two-sided overlapping wall bottom level slit die
Board supporting structure, including L-type aluminium film 1, support system 2, positioning support 3, concrete cast-in-situ layer 4 and PC superimposed sheet 5 and two-sided
Wall 6 is overlapped, support system 2 includes supporting steel pipe 201 and nut 202 and bolt adjusting rod 203, passes through the support system of setting
2 one end connect positioning support 3, one end connects L-type aluminum alloy pattern plate 1, and positioning support 3, which is inserted into supporting steel pipe 201, is used for stationary positioned
Supporting steel pipe 201, supporting steel pipe 201 connect direction with L-type aluminum alloy pattern plate 1 and are welded with nut 202 matched with bolt adjusting rod 203,
Nut 202 is connected with bolt adjusting rod 203, makes if pre-buried positioning support 3 has error by adjusting the disengaging of bolt adjusting rod 203
Support system holds out against L-type aluminium film 1, and installation, dismounting are extremely convenient, fast, and time saving and energy saving, L-type aluminum dipping form 1 is placed in two-sided overlapping wall
At bottom and 4 intersecting horizontal seam of concrete cast-in-situ layer, it is used to block horizontal joint by the L-type aluminum alloy pattern plate 1 of setting, using L-type
Aluminium film 1 positions simple, reinforcing conveniently, and process flow is simple, saves cost of labor.Aluminium film turnover rate is high simultaneously, economizes on resources, aluminium
Film is handled after removing without independent, can carry out next procedure construction, and the top of PC superimposed sheet 5 is equipped with concrete cast-in-situ layer 4, mixes
Solidifying soil in-situ layer 4 is cast-in-situ steel reinforced concrete layer, passes through the smooth smooth, presentation quality of 4 molded surface of cast-in-place concrete of setting
Good, there is no the mould risk that rises, the top of concrete cast-in-situ layer 4 is equipped with positioning support bar 3 far from the side of L-type aluminium film 1, positioning
3 one end are supported to be embedded in concrete cast-in-situ layer 4 in advance, and the other end of positioning support 3 extends concrete cast-in-situ layer 4, positioning support
The other end of bar 3 is arranged with supporting steel pipe 201, and supporting steel pipe 201 uses unified standard length dimension, passes through the support of setting
Steel pipe 201 can be used for any position using unified standard length dimension, and convenient for identification operation, and 201 length of supporting steel pipe is very short
It can meet the requirements, greatly save cost, the other end of supporting steel pipe 201 is fixedly installed with nut 202, nut 202 and branch
201 electric welding connection of steel pipe is supportted, the inside that the internal run-through of nut 202 extends to supporting steel pipe 201 is equipped with bolt adjusting rod
203, the other end of bolt adjusting rod 203 is installed close to the side of L-type aluminium film 1, and bolt adjusting rod 203 connect use with nut 202
Yu Dinggu L-type aluminum alloy pattern plate 1, single unit system position simple, reinforcing conveniently, and process flow is simple, install, dismounting is extremely convenient, fastly
Victory, it is time saving and energy saving, and stability and practicability are higher, have certain promotional value.
Utility model works process: in use, being carried out before floorslab concrete in-situ layer 4 pours by positioning support 3
It is pre-buried, it is embedded in 3 one end of positioning support in advance inside concrete cast-in-situ layer 4, one end leaks out the ground of concrete cast-in-situ layer 4, by L-type
Aluminum dipping form 1 is placed at two-sided 6 bottom of overlapping wall and 4 intersecting horizontal seam of concrete cast-in-situ layer, and it is fixed to be connected by 2 one end of support system
Position support 3, one end connect L-type aluminum alloy pattern plate 1, and by 201 1 end cap of supporting steel pipe in positioning support 3, supporting steel pipe 201 is welded with spiral shell
One end of mother 202 is connected with L-type aluminium film 1, passes in and out the length of supporting steel pipe 201 to L-type aluminium by adjusting bolt adjusting rod 203
Film carries out holding out against fixation, and single unit system positions simple, reinforcing conveniently, and process flow is simple, and installation, dismounting are extremely convenient, fast,
It is time saving and energy saving, and stability and practicability are higher, have certain promotional value.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of prefabricated two-sided overlapping wall bottom level slit die board supporting structure, including it is L-type aluminum dipping form (1), support system (2), fixed
Position support (3), concrete cast-in-situ layer (4) and PC superimposed sheet (5) and two-sided overlapping wall (6), it is characterised in that: the support system
System (2) includes that supporting steel pipe (201) and nut (202) and bolt adjusting rod (203), the L-type aluminum dipping form (1) are placed in two-sided
It overlaps at wall (6) bottom and concrete cast-in-situ layer (4) intersecting horizontal seam, the top of the PC superimposed sheet (5) is existing equipped with concrete
It pours layer (4), the top of the concrete cast-in-situ layer (4) is equipped with positioning support (3) far from the side of L-type aluminum dipping form (1), described fixed
The other end of position support (3) is arranged with supporting steel pipe (201), and the other end of the supporting steel pipe (201) is fixedly installed with nut
(202), the inside that the internal run-through of the nut (202) extends to supporting steel pipe (201) is equipped with bolt adjusting rod (203),
The other end of the bolt adjusting rod (203) is installed close to the side of L-type aluminum dipping form (1).
2. the prefabricated two-sided overlapping wall bottom level slit die board supporting structure of one kind according to claim 1, it is characterised in that:
The supporting steel pipe (201) uses unified standard length dimension.
3. the prefabricated two-sided overlapping wall bottom level slit die board supporting structure of one kind according to claim 1, it is characterised in that:
The nut (202) and supporting steel pipe (201) electric welding connection.
4. the prefabricated two-sided overlapping wall bottom level slit die board supporting structure of one kind according to claim 1, it is characterised in that:
The bolt adjusting rod (203) is connect for pushing up solid L-type aluminum dipping form (1) with nut (202).
5. the prefabricated two-sided overlapping wall bottom level slit die board supporting structure of one kind according to claim 1, it is characterised in that:
Described positioning support (3) one end is embedded in concrete cast-in-situ layer (4) in advance, and the other end of the positioning support (3) extends coagulation
Native in-situ layer (4).
6. the prefabricated two-sided overlapping wall bottom level slit die board supporting structure of one kind according to claim 1, it is characterised in that:
The concrete cast-in-situ layer (4) is cast-in-situ steel reinforced concrete layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920357277.8U CN209670330U (en) | 2019-03-20 | 2019-03-20 | A kind of prefabricated two-sided overlapping wall bottom level slit die board supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920357277.8U CN209670330U (en) | 2019-03-20 | 2019-03-20 | A kind of prefabricated two-sided overlapping wall bottom level slit die board supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209670330U true CN209670330U (en) | 2019-11-22 |
Family
ID=68572149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920357277.8U Expired - Fee Related CN209670330U (en) | 2019-03-20 | 2019-03-20 | A kind of prefabricated two-sided overlapping wall bottom level slit die board supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209670330U (en) |
-
2019
- 2019-03-20 CN CN201920357277.8U patent/CN209670330U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191122 |