CN207999077U - A kind of architectural engineering simple support cushion block and shear wall - Google Patents
A kind of architectural engineering simple support cushion block and shear wall Download PDFInfo
- Publication number
- CN207999077U CN207999077U CN201820006067.XU CN201820006067U CN207999077U CN 207999077 U CN207999077 U CN 207999077U CN 201820006067 U CN201820006067 U CN 201820006067U CN 207999077 U CN207999077 U CN 207999077U
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- Prior art keywords
- shear wall
- architectural engineering
- cushion block
- support cushion
- simple support
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- 238000009415 formwork Methods 0.000 claims abstract description 38
- 239000011083 cement mortar Substances 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 18
- 239000004570 mortar (masonry) Substances 0.000 abstract description 10
- 241001391944 Commicarpus scandens Species 0.000 abstract description 3
- 238000011900 installation process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of architectural engineering simple support cushion block and shear walls.Wherein, it uses and fills the cement mortar inner core made of cement mortar in plasticity pvc pipe to constitute architectural engineering simple support cushion block, to replace ordinary mortar item as shear wall inner support, the intensity of the architectural engineering simple support cushion block meets inner support requirement, and because pvc pipe has good plasticity, it is not easy to break, solve the problems, such as ordinary mortar item easy fracture during transport and use, the architectural engineering simple support cushion block can be made simultaneously, without predetermined and transport, it is directly taken after completing, it is easy for construction, simply, and save construction time and manpower, reduce building cost, and the architectural engineering simple support cushion block is applied in shear wall, shear wall formwork is effectively prevented to be deformed due to the tension by steel pipe during the installation process, with good market popularization value.
Description
Technical field
The utility model is related to architectural engineering shear walls to position inner support technical field, more particularly to a kind of building
Engineering simple support cushion block and shear wall.
Background technology
Shear wall in architectural engineering can undertake internal force caused by all kinds of load, and can effective control structure horizontal force,
Therefore shear wall is largely used in high-story house.
The mode of logical fastening is often drawn in the installation of shear wall formwork using two face die plates and with steel, to avoid tensing
In the process, shear wall formwork deforms, and needs to be put into positioning inner support among two face die plates, to ensure that template does not deform, and
Shear wall positions the prefabricated profiled ordinary mortar item of inner support generally use, but since ordinary mortar item (as shown in Figure 1) is general
For the elongate body of long 160-300mm, itself is brittle, and is easily broken during transport and use, and in the construction process
If Rig up error, prefabricated mortar item also easy fracture, and then lead to template deformation, then it needs again to position shear wall formwork
Support, extremely wastes time and manpower, while increasing building cost.
Therefore, how one kind is provided and avoids ordinary mortar item easy fracture during transport and use, and construction is simple, section
The problem of architectural engineering simple support cushion block and shear wall of province's construction time and manpower are those skilled in the art's urgent need to resolve.
Utility model content
In view of this, the utility model provides a kind of architectural engineering simple support cushion block and shear wall.
To achieve the goals above, the utility model adopts the following technical solution:A kind of architectural engineering simple support cushion block,
It is characterised in that it includes plasticity pvc pipe and the cement mortar inner core made of cement mortar, the cement mortar inner core is filled in
In the plasticity pvc pipe.
Wherein, plasticity pvc pipe has good plasticity, and the architectural engineering simple support cushion block can be effectively prevent to transport
It is broken with during use, plays the role of protecting cement mortar inner core.
Preferably, the section of the plasticity pvc pipe is circle, and convenient for materials, and area occupied is small.
Preferably, the pipe thickness of the plasticity PVC is 1.42-2.2mm, to ensure that it is good that the plasticity pvc pipe has
Plasticity and intensity meet inner support requirement.
A kind of shear wall, including it is two shear wall formworks, the architectural engineering simple support cushion block, multiple steel pipes, multiple
Shear force wall reinforcing steel bar, two shear wall formworks are arranged in parallel;The architectural engineering simple support cushion block be it is multiple, it is multiple described
Architectural engineering simple support cushion block is arranged between two shear wall formworks;Multiple penstock installations are cut described in two
On the lateral wall of power wall form;Multiple shear force wall reinforcing steel bars are mounted on the madial wall of two shear wall formworks;
The architectural engineering simple support cushion block is arranged vertically with multiple steel pipes and multiple shear force wall reinforcing steel bars.
Wherein, the effect of steel pipe is to tense shear wall formwork, and architectural engineering simple support cushion block is shear wall mould
The inner support structure part of plate, the deformation that shear wall formwork can be effectively prevent to be generated in cinching process, shear force wall reinforcing steel bar play fixation
The effect of shear wall.
Preferably, the architectural engineering simple support cushion block is set in qually spaced between two shear wall formworks, with
Make shear wall formwork by uniform internal support force, more conducively shear wall formwork does not deform.
Preferably, the both ends of multiple architectural engineering simple support cushion blocks are resisted against two shear wall formworks
It on madial wall, is deformed to avoid during tensing shear wall formwork, plays the role of effective support shear wall template.
Preferably, multiple steel pipe spaced sets make shear wall on the lateral wall of two shear wall formworks
Template is conducive to the installation of shear wall formwork by balancedly pulling force.
Preferably, multiple shear force wall reinforcing steel bars are welded and fixed, and are ensured shear force wall reinforcing steel bar in use, are not likely to produce
Deformation.
Preferably, cement mortar is filled between two shear wall formworks, wherein cement mortar can further be consolidated
Determine architectural engineering simple support cushion block, while constituting shear wall.
It can be seen via above technical scheme that compared with prior art, the utility model, which discloses, provides a kind of building work
Journey simple support cushion block and shear wall, advantage are as follows:The utility model is using filling concrete mortar structure in plasticity pvc pipe
At architectural engineering simple support cushion block, to replace ordinary mortar item as shear wall inner support, the architectural engineering simple support cushion block
Intensity meet inner support requirement, and because pvc pipe have good plasticity, it is not easy to break, efficiently solve ordinary mortar item and exist
During transport and use the problem of easy fracture, while the architectural engineering simple support cushion block can be made, without it is predetermined with
Transport, directly takes after completing, easy for construction, simple, and saves construction time and manpower, reduces building cost,
And the architectural engineering simple support cushion block is applied in shear wall, effectively prevent shear wall formwork during the installation process because
It is deformed by the tension of steel pipe, there is good market popularization value.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is the embodiments of the present invention, for those of ordinary skill in the art, without creative efforts, also
Other attached drawings can be obtained according to the attached drawing of offer.
Fig. 1 attached drawings are ordinary mortar bar inner support structure schematic diagram.
Fig. 2 attached drawings are architectural engineering simple support cushion block structure schematic diagram.
Fig. 3 attached drawings are schematic diagram of application structure of the architectural engineering simple support cushion block in shear wall formwork.
Wherein:
1 be architectural engineering simple support cushion block, 11 be plasticity pvc pipe, 12 be cement mortar inner core, 2 be shear wall formwork,
3 it is steel pipe, 4 is shear force wall reinforcing steel bar.
Specific implementation mode
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
The every other embodiment obtained, shall fall within the protection scope of the present invention.
Shown in Figure 2, the utility model embodiment discloses a kind of architectural engineering simple support cushion block, including plasticity
Pvc pipe 11 and the cement mortar inner core 12 made of cement mortar, cement mortar inner core 12 are filled in plasticity pvc pipe 11.
Wherein, in order to ensure plasticity pvc pipe 11 with certain plasticity and intensity, the use to meet inner support cushion block is wanted
It asks, therefore the thickness of plasticity pvc pipe wall is 1.42-2.2mm;Meanwhile for the ease of materials, which selects section
For circular pvc pipe.
Shown in Figure 3, the utility model discloses a kind of shear walls.Specifically, including two shear wall formworks 2, building
Engineering simple support cushion block, multiple steel pipes 3, multiple shear force wall reinforcing steel bars 4 are built, two shear wall formworks 2 are arranged in parallel;Architectural engineering
Simple support cushion block 1 is multiple, and multiple architectural engineering simple support cushion blocks 1 are arranged between two shear wall formworks 2;Multiple steel
Pipe 3 is equidistantly on the lateral wall of two shear wall formworks 2;Multiple shear force wall reinforcing steel bars 4 are mounted on two shear wall formworks 2
Madial wall on;Architectural engineering simple support cushion block 1 is arranged vertically with multiple steel pipes 3 and multiple shear force wall reinforcing steel bars 4.
Wherein, which can make, i.e., cut plasticity PVC pipes 11 by inner support specification
It cuts, put neat and pours into the cement mortar inner core 12 made of cement mortar, support is made in batches, is directly taken after completing
With, it is not necessarily to predetermined and transport, it is easy for construction, simple.
Further, in order to ensure shear wall formwork 2 by architectural engineering simple support cushion block 1 interior support force be equilibrium
Power, to reach effective supporting role, architectural engineering simple support cushion block 1 can be set in qually spaced in two shear wall formworks 2 it
Between, or arrangement setting is carried out according to actual needs, however it is not limited to set-up mode disclosed in the utility model.
In order to further illustrate the application effect of architectural engineering simple support cushion block 1, the utility model introduces a building
Engineering real case.
The market of farm produces Liu Wu project is located at the Lhasa new districts Liu Wu, to the west of the main road of Beijing, to the north of green iron cell.One phase always built
Build about 42266 square metres of area;Wherein the market of farm produce 5 layers (frame structures), about 14114 square metres of construction area;6 layers of hospital
(frame structure), about 7016 square metres of construction area;39 floor (frame-shear structure) of apartment, about 10641 squares of construction area
Rice;About 33 square metres of entrance guard room (frame structure);About 10460 square metres of basement construction area.As it can be seen that this engineering shear wall
Quantity is more, and required inner support structure part is more, by using architectural engineering simple support cushion block disclosed in the utility model, effectively
The economic loss that a large amount of conventional cement mortar items are brought during transport and use by rupture failure is exempted from, utilization rate reaches
100%.Improve construction efficiency, also avoid it is careless because constructing, inner support fracture and the case where need support shuttering again, make
The shear wall construction time is obtained by averagely often the three day time of stifled needs is reduced to the average often stifled two day time originally, has saved 33%
Construction time.And use architectural engineering simple support cushion block simple as shear wall inner support manufacture craft, and it is prefabricated in advance, to quantities
Size is substantially without influence.Therefore, in the case where not influencing construction quality, the practical architectural engineering simple support cushion block is engineering
Many unnecessary losses and time have been saved, ensure that smoothly completing for duration.
To sum up, a kind of architectural engineering simple support cushion block provided by the utility model has not easy to break, easy to manufacture, construction
It is convenient, simple, the advantages of deformation generated in shear wall formwork installation process can be effectively prevent, while when effectively shortening construction
Between, reduce production cost.
Each embodiment is described by the way of progressive in this specification, the highlights of each of the examples are with other
The difference of embodiment, just to refer each other for identical similar portion between each embodiment.For device disclosed in embodiment
For, since it is corresponded to the methods disclosed in the examples, so description is fairly simple, related place is said referring to method part
It is bright.
The foregoing description of the disclosed embodiments enables professional and technical personnel in the field to realize or use this practicality new
Type.Various modifications to these embodiments will be apparent to those skilled in the art, and determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause
This, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest range consistent with features of novelty.
Claims (9)
1. a kind of architectural engineering simple support cushion block, which is characterized in that including plasticity pvc pipe (11) and made of cement mortar
Cement mortar inner core (12), the cement mortar inner core (12) are filled in the plasticity pvc pipe (11).
2. a kind of architectural engineering simple support cushion block according to claim 1, which is characterized in that the plasticity pvc pipe
(11) section is circle.
3. a kind of architectural engineering simple support cushion block according to claim 1 or 2, which is characterized in that the plasticity pvc pipe
(11) pipe thickness is 1.42-2.2mm.
4. a kind of shear wall, which is characterized in that including any one of two shear wall formworks (2), the claims 1 to 3 building
Engineering simple support cushion block, multiple steel pipes (3), multiple shear force wall reinforcing steel bars (4), two shear wall formworks (2) are arranged in parallel;
The architectural engineering simple support cushion block (1) is multiple, and multiple architectural engineering simple support cushion blocks (1) are arranged in two institutes
It states between shear wall formwork (2);Multiple steel pipes (3) are mounted on the lateral wall of two shear wall formworks (2);It is multiple
The shear force wall reinforcing steel bar (4) is mounted on the madial wall of two shear wall formworks (2);
The architectural engineering simple support cushion block (1) and multiple steel pipes (3) and multiple the shear force wall reinforcing steel bar (4) are vertical sets
It sets.
5. a kind of shear wall according to claim 4, which is characterized in that multiple architectural engineering simple support cushion blocks
(1) it is set in qually spaced between two shear wall formworks (2).
6. a kind of shear wall according to claim 4 or 5, which is characterized in that multiple architectural engineering simple support pads
The both ends of block (1) are resisted against on the madial wall of two shear wall formworks (2).
7. a kind of shear wall according to claim 4, which is characterized in that multiple steel pipe (3) spaced sets are in two
On the lateral wall of a shear wall formwork (2).
8. a kind of shear wall according to claim 4, which is characterized in that multiple shear force wall reinforcing steel bars (4) are welded and fixed
Connection.
9. a kind of shear wall according to claim 4, which is characterized in that filled between two shear wall formworks (2)
There is cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820006067.XU CN207999077U (en) | 2018-01-03 | 2018-01-03 | A kind of architectural engineering simple support cushion block and shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820006067.XU CN207999077U (en) | 2018-01-03 | 2018-01-03 | A kind of architectural engineering simple support cushion block and shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207999077U true CN207999077U (en) | 2018-10-23 |
Family
ID=63834875
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820006067.XU Expired - Fee Related CN207999077U (en) | 2018-01-03 | 2018-01-03 | A kind of architectural engineering simple support cushion block and shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207999077U (en) |
-
2018
- 2018-01-03 CN CN201820006067.XU patent/CN207999077U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191101 Address after: 100020 Beijing, Guanzhuang, Chaoyang District, Zhou Co-patentee after: NO.2 ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Patentee after: CHINA FIRST HIGHWAY ENGINEERING Co.,Ltd. Address before: 215000 Suzhou Changjiang Road, Jiangsu 880 No. Patentee before: Jiang Xuyan |
|
| 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: 20181023 Termination date: 20210103 |