CN209443600U - Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate - Google Patents
Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate Download PDFInfo
- Publication number
- CN209443600U CN209443600U CN201821816026.3U CN201821816026U CN209443600U CN 209443600 U CN209443600 U CN 209443600U CN 201821816026 U CN201821816026 U CN 201821816026U CN 209443600 U CN209443600 U CN 209443600U
- Authority
- CN
- China
- Prior art keywords
- cast
- steel wire
- component
- wire mesh
- place
- 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
Landscapes
- Building Environments (AREA)
Abstract
本实用新型公开了一种新型锚固件、含有钢丝网架板的现浇墙体。锚固件包括：第一构件，所述第一构件左右两端均设有第一托盘，第一构件的中部具有第一卡槽，所述第一卡槽与钢丝网架板外侧钢丝网片相对应；第二构件，所述第二构件左右两端均设有第二托盘，所述第二构件中部具有第二卡槽，所述第二卡槽与剪力墙水平筋相对应。本实用新型结构和施工工艺简单，本实用新型的锚固件可在钢筋工人施工剪力墙钢筋时直接将锚固件卡放于剪力墙水平筋上，无需登高作业，无安全隐患，施工简单方便，提高效率，降低成本，同时第二构件的第二托盘增大与两侧结构的接触面积，使得第二构件不易偏移、脱落，整个体系更加稳定，取代了传统的模板内支撑方式。
The utility model discloses a novel anchor piece and a cast-in-place wall body containing a steel wire grid plate. The anchor piece includes: a first member, the left and right ends of the first member are provided with first trays, the middle part of the first member has a first card slot, and the first card slot is connected with the steel wire mesh outside the steel wire mesh frame plate. Corresponding to the second component, the left and right ends of the second component are provided with second trays, the middle part of the second component has a second card slot, and the second card slot corresponds to the horizontal rib of the shear wall. The structure and construction process of the utility model are simple. The anchor piece of the utility model can be directly stuck on the horizontal bar of the shear wall when the steel bar workers construct the steel bar of the shear wall. There is no need for climbing work, no potential safety hazard, and the construction is simple and convenient , improve efficiency, reduce cost, and at the same time, the second tray of the second component increases the contact area with the structures on both sides, so that the second component is not easy to shift and fall off, and the whole system is more stable, replacing the traditional formwork internal support method.
Description
Technical Field
The utility model relates to a building structure heat preservation technical field, concretely relates to novel anchor assembly, cast-in-place wall body that contains steel wire net rack board, this novel anchor assembly are that cement mortar makes.
Background
At present, a large number of kinds of steel wire mesh frame insulation boards exist in the market, but the steel wire mesh frame insulation boards are not effectively fixed in the field construction process of the boards, and when concrete is poured, the steel wire mesh frame insulation boards are easy to displace, so that the thickness of concrete on two sides can not meet the design requirements.
The Chinese patent application number 201810135310.2 discloses a double-sided steel wire mesh rack insulation board, which structurally comprises: the heat insulation plate comprises an outer steel wire mesh, a belly wire, a heat insulation plate and an inner steel wire mesh, wherein the heat insulation plate is positioned between the outer steel wire mesh and the inner steel wire mesh; the web wires penetrate through the heat insulation board and are respectively connected with the outer steel wire mesh sheets and the inner steel wire mesh sheets to form a steel wire mesh frame and extend outwards, and the web wires of the extending parts form anchoring connection after concrete pouring. The heat-insulating layer and the steel wire net frame are constructed to form a foundation structure of the heat-insulating wall body, a surface protective layer is not required to be coated, the composite wall body is directly formed by cast-in-place during concrete pouring, the strength and the combination degree are improved, the spacing of all structural layers is controlled, and the heat-insulating plate is accurately positioned.
This patent application file discloses a joint support setting element that is used for controlling each structure interlamellar spacing of composite wall system, and it need carry out the installation of both sides anchor assembly again after accomplishing the steel wire net rack board construction when the installation, and the operation of need ascending a height is great to the someone in both sides and closely cooperates the construction simultaneously, and the construction cooperation degree of difficulty is great, and efficiency is lower, exists certain danger.
Disclosure of Invention
For overcoming the not enough among the prior art, the utility model aims to provide a novel anchor assembly, contain steel wire net rack plate's cast-in-place wall body.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an aspect of the present invention provides an anchoring member, including: the first tray is arranged at the left end and the right end of the first component, the first clamping groove is formed in the middle of the first component, and the first clamping groove corresponds to a steel wire mesh on the outer side of the steel wire mesh frame plate; the left end and the right end of the second component are respectively provided with a second tray, the second component is made of cement mortar, the lower plane of the second component is upwards sunken to form a second clamping groove, and the second clamping grooves correspond to the horizontal ribs of the shear wall.
Preferably, the first member is 50mm long.
Preferably, the first member has a hollow therein.
Preferably, the first member is made of a rigid plastic.
Preferably, the second member is made of cement mortar, and a clamping groove is formed by upward sinking of the lower plane of the second member.
The utility model discloses another aspect provides a cast-in-place wall body that contains steel wire net rack board, include:
the steel wire mesh frame plate comprises a heat insulation plate, a first cast-in-place structure is arranged on the outer side of the heat insulation plate, a steel wire mesh sheet is arranged in the first cast-in-place structure, a second cast-in-place structure is arranged on the inner side of the heat insulation plate, a web wire is arranged in the heat insulation plate and penetrates through the heat insulation plate, one end of the web wire is connected with the steel wire mesh sheet, the other end of the web wire extends into the second cast-in-place structure, and the second cast-in-place structure;
further comprising:
a plurality of the novel anchors described above; wherein,
the first components are transversely positioned in the first cast-in-place structure and fixed on the steel wire mesh, and the first trays at the left end and the right end respectively abut against an outer template and an insulation board for cast-in-place so as to ensure the distance between the outer template and the insulation board;
the plurality of second components are transversely positioned in the second cast-in-place structure and clamped on horizontal ribs of the shear wall through the second clamping grooves, and the second trays at the left end and the right end respectively abut against the heat insulation plate and the inner template for cast-in-place so as to ensure the distance between the heat insulation plate and the inner template, prevent the heat insulation plate of the steel wire net rack from deviating towards the interior of the second cast-in-place structure, effectively fix the reinforcing steel bars of the shear wall from displacing and ensure the thickness of a reinforcing steel bar protection layer of the shear wall; meanwhile, the contact area between the second tray of the second component and the structures on the two sides is increased, so that the second component is not easy to deviate or fall off, and the whole system is more stable.
Preferably, the first member and the second member are arranged offset from each other.
The utility model provides an above-mentioned cast-in-place wall's that contains steel wire mesh frame board construction process in addition, including following step:
(1) binding the shear wall reinforcing steel bars, and directly clamping the second component on the shear wall reinforcing steel bars when binding the horizontal reinforcing steel bars of the shear wall;
(2) installing a first component: installing a first component on a steel wire mesh sheet on the outer side of the steel wire mesh frame plate in advance;
(3) installing a steel wire mesh frame plate;
(4) installing an outer template and an inner template, so that the outer template is abutted against the first tray, and the inner template is abutted against the second tray;
(5) and (5) pouring concrete.
Wherein the steps (1) and (2) have no time sequence.
Because the utility model discloses an above technical scheme, the beneficial effect of its production is:
the utility model has the advantages of safe construction, simple process and convenient installation, the anchoring part replaces the traditional inner support mode of the template, the influence of a cold and hot bridge is greatly reduced, meanwhile, the first component of the utility model can be placed on the steel wire mesh plate before the construction of the steel wire mesh plate, the deviation to the first cast-in-place structure caused by the uneven pressure of the concrete at two sides in the pouring process to extrude the heat preservation plate is prevented, the thickness of the outer cast-in-place structure is ensured, the second component can be directly placed on the horizontal rib of the shear wall when constructing the steel bar of the shear wall, the deviation of the steel wire mesh frame heat preservation plate to the second cast-in-place structure is prevented, the steel bar of the shear wall can be effectively fixed without displacement, the thickness of the steel bar protection layer of the shear wall is ensured, the climbing operation is not needed, the potential safety hazard is avoided, the construction is simple and convenient, the efficiency, the second component is not easy to shift and fall off, the whole system is more stable, the traditional template inner support mode is replaced, the production cost is reduced, and the method is convenient to popularize and use.
Drawings
The above and/or additional aspects and advantages of the present invention will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:
FIG. 1 is a schematic structural view of a first member of the present invention;
FIG. 2 is a schematic structural view of a second member of the present invention;
fig. 3 is the schematic diagram of the steel wire mesh frame plate structure after the outer template and the inner template are added.
Description of reference numerals:
a first member 1; a first tray 11; a first card slot 12; a hollow 13;
a second member 2; a second tray 21; a second card slot 22;
a steel wire net rack plate 3; an insulation board 31; a first cast-in-place structure 32; a second cast-in-place structure 33; a steel mesh sheet 34; a belly wire 35;
an outer template 36;
an inner template 37.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present invention, and should not be construed as limiting the present invention.
Example 1
As shown in the accompanying drawings 1 and 2, the embodiment describes a novel anchoring part, which comprises two components, namely a first component 1 and a second component 2, the first component is used for being installed on a steel wire mesh frame insulation board outside a steel wire mesh sheet, the steel wire mesh frame insulation board is prevented from deviating to a first cast-in-place structure, the second component 2 is used for being installed on a shear wall steel bar, the steel wire mesh frame insulation board is prevented from deviating to a second cast-in-place structure, the shear wall steel bar can be effectively fixed without displacement, the thickness of a shear wall steel bar protection layer is ensured, meanwhile, a second tray of the second component is increased in contact area with structures on two sides, the second component is difficult to deviate and fall off, and the whole system is more stable.
Fig. 1 shows a schematic structural view of a first component 1. The middle part of the first component 1 is provided with a support rod, and the left end and the right end of the support rod are provided with first trays 11. Wherein, the first tray 11 of right-hand member is used for supporting on insulation board 31, and the first tray 11 of left end is used for supporting on exterior sheathing 36, and two first trays 11 have guaranteed the thickness of the cast-in-place structure in the wire net frame insulation board outside about. The middle part of bracing piece has first draw-in groove 12, and first draw-in groove 12 corresponds with 3 outside wire meshes of wire mesh frame board.
In this embodiment, the first member 1 is 50mm long and made of a hard plastic. The support rod is a hollow structure with a hollow 13, is lighter and has the function of blocking heat conduction. The support rod may not have a hollow.
Fig. 2 shows a schematic structural view of the second member 2, and the middle part of the second member 2 is also provided with a support rod, and the left end and the right end of the support rod are both provided with second trays 21. The second tray 21 at the left end is used for abutting against the heat insulation plate 31, the second tray 21 at the right end is used for abutting against the inner formwork 37, and the thickness of the second cast-in-place structure 33 on the inner side of the steel wire rack heat insulation plate is guaranteed by the left second tray 21 and the right second tray 21. Second component 2 middle part has second draw-in groove 22, second draw-in groove 22 is corresponding with the horizontal muscle of shear force wall for the card is on the horizontal muscle of shear force wall, has both prevented that the wire net frame heated board from not squinting in the cast-in-place structure of second, can effectively fix the shear force wall reinforcing bar again and not take place the displacement, has guaranteed the thickness of shear force wall reinforcing bar protective layer, and the second tray increase of second component and the area of contact of both sides structure make the difficult skew of second component, drop, and whole system is more stable.
As a preferred example, the second member 2 is made of cement mortar, and the lower plane of the support rod is recessed upwards to form the second locking groove 22. The number of the second clamping grooves 22 is two, and the two second clamping grooves correspond to the horizontal ribs of the shear wall respectively.
The novel anchor of the embodiment has the following advantages:
(1) the heat insulation wall comprises a first component 1 and a second component 2, so that the anchor in the prior art is prevented from directly penetrating the heat insulation wall, and the cold and hot bridge effect is reduced and even avoided.
(2) First component 1 and second component 2 can fall the setting by mistake as required, cause the position of heated board 31 skew easily pouring the in-process, place the component more, place the component less in the position that is difficult for causing the skew for it is more convenient nimble.
(3) The first component 1 of the anchoring part of the embodiment can be placed on the steel wire mesh sheet 34 before the construction of the steel wire mesh frame plate 3, and the second component 2 can be clamped on the horizontal ribs of the shear wall when a steel bar worker constructs the steel bars of the shear wall, so that the climbing operation is not needed, the construction is safe, and the process is simple and convenient.
(4) The second component 2 of the anchoring member of the embodiment is clamped on the shear wall steel bar, the component is firm, and meanwhile, the contact area between the second tray of the second component and the structures on the two sides is increased, so that the second component is not easy to shift and fall off, and the whole system is more stable.
(5) The second component 2 of the anchoring part is arranged on the steel bar of the shear wall, so that the steel wire mesh frame heat insulation plate is prevented from deviating in the second cast-in-place structure, the steel bar of the shear wall can be effectively fixed without displacement, and the thickness of the steel bar protection layer of the shear wall is ensured.
Example 2
As shown in fig. 3, this embodiment describes a cast-in-place wall containing a steel wire mesh frame plate.
It comprises a steel wire mesh frame plate 3. The steel wire mesh frame plate 3 comprises a heat insulation plate 31, a first cast-in-place structure 32 is arranged on the outer side of the heat insulation plate 31, a steel wire mesh 34 is arranged in the first cast-in-place structure 32, a second cast-in-place structure 33 is arranged on the inner side of the heat insulation plate 31, a web wire 35 is arranged in the heat insulation plate 31, the web wire 35 penetrates through the heat insulation plate 31, one end of the web wire 35 is connected with the steel wire mesh 34, and the other end of the web wire extends into the second cast-;
the plurality of shear wall horizontal ribs are arranged in the second cast-in-place structure 33;
further comprising: a plurality of the novel anchors of example 1; wherein,
the plurality of first components 1 are transversely positioned in the first cast-in-place structure 32 and fixed on the steel wire mesh 34, and the first trays 11 at the left end and the right end respectively abut against an outer template 36 and an insulation board 31 for cast-in-place so as to ensure the distance between the outer template 36 and the insulation board 31;
the plurality of second components 2 are transversely located in the second cast-in-place structure 33 and clamped on horizontal ribs of the shear wall through the second clamping grooves 22, and the second trays 21 at the left end and the right end respectively abut against the heat insulation plate 31 and the cast-in-place inner formwork 37 for limiting the distance between the heat insulation plate 31 and the inner formwork 37.
A plurality of second components 2 transversely block and put on the horizontal muscle of shear force wall, both prevent that the wire net frame heated board from not squinting in to the cast-in-place structure of second, can effectively fix the shear force wall reinforcing bar again and do not take place the displacement, guaranteed the thickness of shear force wall reinforcing bar protective layer, the second tray increase of second component and the area of contact of both sides structure simultaneously for the second component is difficult for squinting, drops, and whole system is more stable.
Advantageously, the first members 1 are arranged alternately with the second members 2, i.e. the first members 1 are not in line with the second members 2. Meanwhile, the first member 1 and the second member 2 can be arranged at corresponding positions according to actual needs.
Example 3
The construction process of the cast-in-place wall body containing the steel wire mesh frame plate 3, which is described in the embodiment 2, comprises the following steps:
(1) binding the reinforcing steel bars of the shear wall, and directly placing the second component 2 on the horizontal steel bars of the shear wall;
(2) mounting the first member 1: mounting the first member 1 on the steel wire mesh sheets 34 outside the steel wire mesh frame plate 3 in advance;
(3) installing a steel wire net frame plate 3;
(4) mounting an outer template 36 and an inner template 37, so that the outer template 36 is abutted against the first tray 11, and the inner template 37 is abutted against the second tray 21;
(5) pouring concrete;
wherein the steps (1) and (2) have no time sequence.
In this embodiment construction process, anchor assembly can be directly when the bar worker is under construction the shear force wall reinforcing bar on the horizontal muscle of shear force wall with anchor assembly card income, need not the operation of ascending a height, no potential safety hazard, and the construction is simple and convenient, raises the efficiency, reduce cost, and the second tray increase of second component and the area of contact of both sides structure simultaneously for the second component is difficult for squinting, drops, and whole system is more stable, has replaced traditional template support mode.
While embodiments of the present invention have been shown and described, it will be understood by those of ordinary skill in the art that: various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the claims and their equivalents.
Claims (6)
1. A novel anchor, comprising:
the first tray is arranged at the left end and the right end of the first component, the first clamping groove is formed in the middle of the first component, and the first clamping groove corresponds to a steel wire mesh on the outer side of the steel wire mesh frame plate;
the second component, both ends all are equipped with the second tray about the second component, and the second component is made for cement mortar, and the plane undercut of the below of second component forms the second draw-in groove, the second draw-in groove corresponds with shear force wall horizontal muscle.
2. The novel anchor of claim 1, where said first member is 50mm long.
3. The novel anchor of claim 1, where said first member has a hollow interior.
4. The novel anchor of claim 1, where said first member is of a hard plastic.
5. A cast-in-place wall comprising a wire mesh frame panel, comprising:
the steel wire mesh frame plate comprises a heat insulation plate, a first cast-in-place structure is arranged on the outer side of the heat insulation plate, a steel wire mesh sheet is arranged in the first cast-in-place structure, a second cast-in-place structure is arranged on the inner side of the heat insulation plate, a web wire is arranged in the heat insulation plate and penetrates through the heat insulation plate, one end of the web wire is connected with the steel wire mesh sheet, the other end of the web wire extends into the second cast-in-place structure, and the second cast-in-place structure;
it is characterized by also comprising:
a plurality of novel anchors according to any one of claims 1 to 4; wherein,
the first components are transversely positioned in the first cast-in-place structure and fixed on the steel wire mesh, and the first trays at the left end and the right end respectively abut against an outer template and an insulation board for cast-in-place so as to ensure the distance between the outer template and the insulation board;
a plurality of second components transversely are located the cast-in-place structure of second to block on the horizontal muscle of shear force wall through the second draw-in groove, the second tray of controlling both ends supports the heated board respectively and is used for cast-in-place interior sheathing, is used for guaranteeing the interval of heated board and interior sheathing.
6. The cast-in-place wall body with the steel wire mesh frame plate as claimed in claim 5, wherein the first member and the second member are staggered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821816026.3U CN209443600U (en) | 2018-11-06 | 2018-11-06 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821816026.3U CN209443600U (en) | 2018-11-06 | 2018-11-06 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209443600U true CN209443600U (en) | 2019-09-27 |
Family
ID=68011098
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821816026.3U Expired - Fee Related CN209443600U (en) | 2018-11-06 | 2018-11-06 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209443600U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403476A (en) * | 2018-11-06 | 2019-03-01 | 济南捷源新材料有限公司 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate and construction technology |
| CN111561081A (en) * | 2020-05-20 | 2020-08-21 | 张建国 | Concrete shear wall structure based on 3D printing and construction method thereof |
-
2018
- 2018-11-06 CN CN201821816026.3U patent/CN209443600U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403476A (en) * | 2018-11-06 | 2019-03-01 | 济南捷源新材料有限公司 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate and construction technology |
| CN111561081A (en) * | 2020-05-20 | 2020-08-21 | 张建国 | Concrete shear wall structure based on 3D printing and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209891444U (en) | Connecting and supporting positioning piece, steel wire mesh frame heat insulation plate and composite wall | |
| US8984826B2 (en) | Composite precast concrete structures, composite precast tilt-up concrete structures and methods of making same | |
| CN100390359C (en) | Layer-by-layer integrated pouring system and construction method of composite thermal insulation concrete | |
| DE112011102636T5 (en) | External insulation wall made of mechanically anchored insulation boards with grid rib reinforcement | |
| RU2606735C1 (en) | Form panel and method for form making using said form panel | |
| CN105133755A (en) | Method for construction of steel bar welding net rack composite shear wall and shear wall structure | |
| CN209443600U (en) | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate | |
| CN113799250A (en) | Production method of composite heat-insulation batten convenient to install | |
| WO2010024720A1 (en) | Frame building | |
| CN205976086U (en) | Compound slat wall body of assembled | |
| CN109403476A (en) | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate and construction technology | |
| US10132077B2 (en) | Fast construction of energy-efficient buildings | |
| CN109281414A (en) | A kind of novel anchoring piece, cast-in-situ wall and construction technology containing steel wire frame plate | |
| CN209443601U (en) | A kind of novel anchoring piece, the cast-in-situ wall containing steel wire frame plate | |
| CN109779049B (en) | Steel wire net rack insulation board positioning support piece, wall and construction process thereof | |
| CN108316525A (en) | A kind of monoblock type composite thermal insulation exterior wall and its construction method | |
| CN110145054A (en) | A prefabricated building composite exterior wall panel structure | |
| CN110528728B (en) | Formwork-supporting-free building heat insulation system and construction method thereof | |
| CN112709341A (en) | Construction method for simultaneously building heat preservation and masonry | |
| RU2583385C1 (en) | Retained formwork unit | |
| CN116220244B (en) | Construction method of thermal insulation exterior wall structure with window sill opening | |
| CN219060407U (en) | Drawknot assembly for cast-in-place concrete composite insulation board wall and wall | |
| CN110080439B (en) | Wall and construction process thereof | |
| KR101715675B1 (en) | Reinforcement block assembly having block for construction | |
| DE29512807U1 (en) | Slab edge formwork for a concrete slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190927 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |