CN206521942U - Concrete wall cast component - Google Patents
Concrete wall cast component Download PDFInfo
- Publication number
- CN206521942U CN206521942U CN201720227534.7U CN201720227534U CN206521942U CN 206521942 U CN206521942 U CN 206521942U CN 201720227534 U CN201720227534 U CN 201720227534U CN 206521942 U CN206521942 U CN 206521942U
- Authority
- CN
- China
- Prior art keywords
- face
- riser
- vertical plate
- inner vertical
- connector
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of concrete wall cast component, belong to construction field of tool, for wall pouring in construction, it includes upper face, lower face, inner vertical plate, wherein the upper and lower end face of inner vertical plate respectively with upper face, lower face is connected, the upper face, lower face is connected by connecting projection, the upper surface of the upper face is provided with middle connection projection, the lower surface of lower face is provided with middle connecting groove, wherein, riser connector is installed on the inner vertical plate, the lower surface of upper face and the upper surface of lower face are respectively equipped with plate face connector, connected between riser connector and plate face connector by support bar.In view of above-mentioned technical proposal, the utility model can realize the modularization assembling of template with using, it is adjacent between module can seal tight, it is ensured that efficiency of construction, reduction hand labor intensity and construction cost.
Description
Technical field
The utility model belongs to construction field of tool, specifically, more particularly to a kind of cast of concrete wall is used
Component.
Background technology
In building construction process, the cast of wall needs to use template to be used as support, can be protected during to pour into a mould
Hold the shaping of wall and bear the active force for support shuttering such as concrete during cast.But used in existing building construction
Template it is varied, material is even more multifarious, how to ensure that different types of template is connected with each other in use, and
Ensure that the sealing between template and template is tight, as one of required problems faced in building construction process.And it is past
Toward in order to solve these problems, more time is expended, efficiency of construction and production efficiency is have impact on, causes manpower and temporal wave
Take, increase construction cost.
The content of the invention
The purpose of this utility model is to provide a kind of concrete wall cast component, and it can realize the module of template
Change assembling with using, it is adjacent between module can seal tight, it is ensured that efficiency of construction, reduction and is constructed into hand labor intensity
This.
To reach above-mentioned purpose, the utility model is achieved through the following technical solutions：
A kind of concrete wall cast component described in the utility model, including upper face, lower face, inner vertical plate,
Wherein the upper and lower end face of inner vertical plate is connected with upper face, lower face respectively, and the upper face, lower face are connected by connecting projection
Connect, the upper surface of the upper face is provided with middle connection projection, and the lower surface of lower face is provided with middle connecting groove, wherein, institute
State and riser connector be installed on inner vertical plate, the lower surface of upper face and the upper surface of lower face are respectively equipped with plate face connector,
Connected between riser connector and plate face connector by support bar.
Further speaking, the inner side of the inner vertical plate described in the utility model is provided with auxiliary riser, and auxiliary riser is stood with interior
Groups of springs and adjustment bolt are installed, groups of springs and adjustment bolt are distributed between auxiliary riser and inner vertical plate between plate.
Further speaking, the lower surface of the upper face described in the utility model and the upper surface of lower face are respectively equipped with auxiliary
Riser fixture is helped, the space with auxiliary riser same thickness is left between auxiliary riser fixture and connection projection.
Further speaking, using fix bar and fastening bolt between the support bar of the same side described in the utility model
Structure is connected, and some uniform adjustment holes are provided with support bar and fix bar.
Further speaking, the auxiliary riser fixture described in the utility model adds with being connected the side of projection and being welded with
Strengthening tendons.
Compared with prior art, the beneficial effects of the utility model are：
The utility model realizes the adaptation to different walls and support by module assembled, it is ensured that the efficiency of construction of wall
The time built with shortening template, while the labor intensity of artificial construction can be saved and artificial quantity is used, it is ensured that construction
During template Connection Density, reduce influence to wall.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the profile of A-A in the utility model.
Fig. 3 is the profile of B-B in the utility model.
In figure：1st, middle connection projection；2nd, upper face；3rd, riser connection projection；4th, groups of springs；5th, adjustment bolt；6th, it is interior
Riser；7th, riser is aided in；8th, plate face connector；9th, support bar；10th, fix bar；11st, adjustment hole；12nd, riser connector；13rd, add
Strengthening tendons；14th, riser fixture is aided in；15th, lower face；16th, middle connecting groove；17th, alignment member.
Embodiment
Below in conjunction with the accompanying drawings and embodiment is described further to technical scheme described herein.
Embodiment 1：A kind of concrete wall cast component, including upper face 2, lower face 15, inner vertical plate 6, wherein interior
The upper and lower end face of riser 6 is connected with upper face 2, lower face 15 respectively, it is characterised in that：The upper face 2, lower face 15 lead to
Cross riser connection projection 3 to connect, the upper surface of the upper face 2 is provided with middle connection projection 1, and the lower surface of lower face 15 is provided with
Middle connecting groove 16, wherein, riser connector 12, lower surface and the lower face 15 of upper face 2 are installed on the inner vertical plate 6
Upper surface be respectively equipped with plate face connector 8, connected between riser connector 12 and plate face connector 8 by support bar 9.
Embodiment 2：A kind of concrete wall cast component, wherein the inner side of the inner vertical plate 6 is provided with auxiliary riser 7,
Groups of springs 4 and adjustment bolt 5 are installed, it is vertical that groups of springs 4 is distributed on auxiliary with adjustment bolt 5 between auxiliary riser 7 and inner vertical plate 6
Between plate 7 and inner vertical plate 6.The structure and annexation of remainder and the structure described in any previous embodiment and it is connected pass
It is identical.
Embodiment 3：A kind of concrete wall cast component, wherein, lower surface and the lower face 15 of the upper face 2
Upper surface is respectively equipped with auxiliary riser fixture 14, leaves and aids between auxiliary riser fixture 14 and riser connection projection 3
The space of the same thickness of riser 7.Using the structure connection of fix bar 10 and fastening bolt between the support bar 9 of described the same side,
Some uniform adjustment holes 11 are provided with support bar 9 and fix bar 10.The auxiliary riser fixture 14 is connected convex with riser
The side of block 3 is welded with reinforcement 13.The structure and annexation of remainder and the knot described in any previous embodiment
Structure and annexation are identical.
In view of above-described embodiment, when in use, its course of work and principle are as follows by the application：
Upper face 2 and lower face 15 described in the utility model are the auxiliary riser fixture 14 for being welded with different distance
Projection 3 is connected with riser, different distances realizes the support to different-thickness concrete wall between the two, while coordinating bullet
Spring group 4 realizes the purpose of pre-applied active force.
Meanwhile, the utility model realizes the mode snapped connection being vertically connected with mode, i.e., convex using middle connection
Block 1 and middle connecting groove 16 are come the connection between two templates above and below realizing.Simultaneously as employing the upper plate of same size
Face 2 and lower face 15, the utility model can realize the seamless connection of left and right, keep template in use neat.
In order to ensure when in use, the overall stability of template employs auxiliary riser 7 in the utility model and stood with interior
Plate 6, and by up and down engaging board face structure come realize between two risers connection with adjustment distance positioning.Two risers
Including inner vertical plate 6 and auxiliary riser 7, between the two provided with uniform groups of springs 4 and regulation inner vertical plate 6 and auxiliary riser 7 it
Between distance adjustment bolt 5.In the preceding paragraph clearly, if the upper face 2 face corresponding with lower face 15 is provided with
Do the auxiliary riser fixture 14 and riser connection projection 3 of different spacing, also, the riser connection projection 3 in the utility model
Thickness it is different in different model, but the spacing and auxiliary between riser connection projection 3 and auxiliary riser fixture 14 are vertical
The thickness of plate 7 is identical.
In order to preferably align with occluding member riser connection projection 3 and auxiliary riser fixture 14, upper and lower ends with
The position that riser connection projection 3 is connected is provided with alignment member 17, and alignment member 17 can be embedded in or through corresponding auxiliary riser
Fixture 14, preferably to align and block gap between the two in the case of without groups of springs 4, operating personnel are installing
When also can according to the barrier effect of the block alignment member 17 realize sense installation site function.
Claims (5)
1. a kind of concrete wall cast component, including upper face (2), lower face (15), wherein inner vertical plate (6), inner vertical plate
(6) upper and lower end face is connected with upper face (2), lower face (15) respectively, it is characterised in that：The upper face (2), lower face
(15) connect projection (3) by riser to connect, the upper surface of the upper face (2) is provided with middle connection projection (1), lower face
(15) lower surface is provided with middle connecting groove (16), wherein, riser connector (12) is installed on the inner vertical plate (6), on
The lower surface of plate face (2) is respectively equipped with plate face connector (8), riser connector (12) and plate face with the upper surface of lower face (15)
Connected between connector (8) by support bar (9).
2. concrete wall cast component according to claim 1, it is characterised in that：The inner side of the inner vertical plate (6)
Provided with auxiliary riser (7), groups of springs (4) and adjustment bolt (5), groups of springs are installed between auxiliary riser (7) and inner vertical plate (6)
(4) it is distributed on adjustment bolt (5) between auxiliary riser (7) and inner vertical plate (6).
3. concrete wall cast component according to claim 2, it is characterised in that：The lower end of the upper face (2)
Face and the upper surface of lower face (15) are respectively equipped with auxiliary riser fixture (14), and auxiliary riser fixture (14) is connected with riser
The space with auxiliary riser (7) same thickness is left between projection (3).
4. concrete wall cast component according to claim 3, it is characterised in that：The support bar of described the same side
(9) using the structure connection of fix bar (10) and fastening bolt between, it is provided with support bar (9) and fix bar (10) some equal
The adjustment hole (11) of cloth.
5. concrete cast component according to claim 4, it is characterised in that：It is described auxiliary riser fixture (14) with
The side of riser connection projection (3) is welded with reinforcement (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227534.7U CN206521942U (en) | 2017-03-09 | 2017-03-09 | Concrete wall cast component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227534.7U CN206521942U (en) | 2017-03-09 | 2017-03-09 | Concrete wall cast component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206521942U true CN206521942U (en) | 2017-09-26 |
Family
ID=59902827
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720227534.7U Expired - Fee Related CN206521942U (en) | 2017-03-09 | 2017-03-09 | Concrete wall cast component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206521942U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898860A (en) * | 2017-12-07 | 2019-06-18 | 浙江新盛建设集团有限公司 | A kind of fabricated assembly overall shear wall formwork bracket reducing fracture width |
| CN114150861A (en) * | 2021-11-19 | 2022-03-08 | 上海建工二建集团有限公司 | Template back frame and construction method thereof |
-
2017
- 2017-03-09 CN CN201720227534.7U patent/CN206521942U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898860A (en) * | 2017-12-07 | 2019-06-18 | 浙江新盛建设集团有限公司 | A kind of fabricated assembly overall shear wall formwork bracket reducing fracture width |
| CN109898860B (en) * | 2017-12-07 | 2021-05-11 | 浙江新盛建设集团有限公司 | Reduce integral shear wall template support of prefabricated assembly of crack width |
| CN114150861A (en) * | 2021-11-19 | 2022-03-08 | 上海建工二建集团有限公司 | Template back frame and construction method thereof |
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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: 20170926 Termination date: 20200309 |