CN104372873A - Manufacturing method for formwork shear wall assembled in modularized mode - Google Patents
Manufacturing method for formwork shear wall assembled in modularized mode Download PDFInfo
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- CN104372873A CN104372873A CN201410710896.2A CN201410710896A CN104372873A CN 104372873 A CN104372873 A CN 104372873A CN 201410710896 A CN201410710896 A CN 201410710896A CN 104372873 A CN104372873 A CN 104372873A
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- wall
- connecting elements
- lay wire
- shear wall
- vertical muscle
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Abstract
Provided is a manufacturing method for a formwork shear wall assembled in a modularized mode. Steel reinforcement cage wall units are arranged, and each steel reinforcement cage wall unit is fixedly connected with nets on the two sides through connecting mechanisms between the sides of a steel reinforcement cage wall and the nets so that a framework shear wall unit assembled in a modularized mode can be formed. Each connecting mechanism is a steel plate with connecting members or is a connecting block formed by welding a U-shaped connecting part to a V-shaped connecting part in a crossed mode. The formed framework shear wall units are connected through the connecting mechanisms and the nets, assembled through vertical ribs or horizontal ribs in a connected mode and then filled with concrete in a pouring mode, and therefore the formwork shear wall assembled in the modularized mode is formed. Steel reinforcement column cages and the nets can be integrally manufactured in factories, and the modularized formwork shear wall is formed; according to dimension requirements of different shear walls, the multiple modularized formwork shear walls are arranged and spliced according to a required dimension so as to form a shear wall framework, and the concrete is poured into the framework. According to the method, operation is simple, construction efficiency is improved, and the construction progress is accelerated.
Description
Technical field
The invention belongs to building engineering field, relate to a kind of lay wire shear wall for building, particularly a kind of can by the lay wire shear wall of arbitrary size block combiner.
Background technology
The method of traditional construction reinforced concrete wall adopts the template arranged face-to-face, fluid concrete in the volume that template defines, be connected by connecting rod between template, connecting rod is crossed locking, after pouring concrete by the locking piece outside template wall, reclaim template, take out locking piece.The reinforced concrete wall that this method manufactures, wooden form is just eliminated after use several times, adopts the expense of steel form too high, and also needs after using to correct; Conventional method adopts " container " of template composition to be semiclosed form, and bubble or air are difficult to discharge, and construction quality is difficult to be guaranteed.
Along with the development in epoch, building trade, also at development, adopt metal building lay wire to replace conventional template to be widely used, and this architectural lay wire have passed through 4 differentiation in construction reinforced concrete wall:
First time develops, patentee's Aihua YANG is in the patent No.: " 03264539.2 ", patent name: " dismantle-free building shuttering ", and the patent No.: " 200310116873.0 ", patent name: disclose a kind of lay wire in the patent of " building model net wall structural element ", this lay wire, when being assembled into wall body construction, easily produces warpage and out-of-flatness, can not ensure the construction quality of body of wall entirety, and the main dependence of making assembling manually completes.
Second time develops: patentee's Wang Lijiu is in the patent No.: " 02109180.3 ", patent name: have employed stiffening rib and fixing W shape connecting reinforcement in " combined building formwork net with tie bars ", substantially solve the problems such as warpage.Be specially adapted to the connectivity problem of "+", " L ", T-shape building node, but still adopt tapping screw to fix at stiffening rib and lay wire junction, make it prepare a large amount of manpower of needs; It is wayward that dowel is prepared into W shape; Different lay wire module level direction connects more complicated.
Third time develops: patentee's Luo dongwei is in the patent No.: " 201010153360.7 ", patent name: " expanding keel frame component ", the patent No.: " 200520013628.1 ", patent name: " Integral expansion keel ", and the patent No.: " 201020506823.9 ", patent name: the bayonet unit adopting one-time formed expanding keel and fixing lay wire in " side direction carries the expanding keel of connector ", avoid the waste of steel, but processing is got up more numerous and diverse, not can manufacture.
Develop for 4th time: patentee's Luo dongwei is in the patent No.: " 201120546052.0 ", patent name: have employed the skeleton of reinforced C-type steel material as architectural lay wire in " a kind of C type keel ", the method technology is comparatively ripe, but still need the connected mode of nailing and so on the connection of lay wire, and material therefor is expensive.
Therefore, although the metal lay wire in building concrete wall have passed through four differentiation, there is significant improvement, but still there is manufacture method complexity in structural metal lay wire in work progress, the problem of processing difficulties, and material therefor price is higher, efficiency of construction is lower, does not reach desirable construction effect in work progress.
Summary of the invention
For solving the problem, the invention provides a kind of preparation method of lay wire shear wall, can by lay wire and shear wall in the factory time processing form out, be arbitrarily spliced into the lay wire shear wall of required different size, save a large amount of manpower and materials, reach desirable construction effect.
Technical scheme of the present invention is: the reinforcing cage wall unit having vertical muscle, stirrup, horizontal bar to connect into, it is characterized in that, the bindiny mechanism that the Netcom of this reinforcing cage wall unit and both sides is crossed between reinforcing cage wall side direction and net is fixedly connected with, the lay wire shear-wall element that composition moduleization is assembled; Described bindiny mechanism is the steel plate with connecting elements, or the contiguous block to be made up of U-shaped connector and V-type connector cross weld, the lay wire shear-wall element formed is each other by the connection of bindiny mechanism, net, the connection of vertical muscle or horizontal bar is assembled, Reperfu-sion fill concrete, just constitutes the lay wire shear wall of modularization assemble.The reinforcing cage wall unit connected into by vertical muscle, stirrup, horizontal bar, the vertical muscle first arranged by more than four orthogonal Angle Position with surround the rectangle hoop angle fixed in its surrounding and reinforce the connection into steel bar column cage, the steel bar column cage arranged at a certain distance; Reinforcing cage wall unit is connected and composed by horizontal bar.Vertical muscle in reinforcing cage wall unit can be four vertical muscle, or the vertical muscle of more than four.Modular lay wire shear wall can longitudinally, laterally arbitrarily superpose, and is spliced into the shear wall of required size; Modular lay wire shear wall is transversely welded to connect by horizontal bar, by the quoit of the vertical muscle end of modularization lay wire shear wall in longitudinal direction, is welded to connect with the reinforcing bar of muscle end vertical in another modularization lay wire shear wall is outstanding.
Described bindiny mechanism is steel plate, and with connecting elements on steel plate, the connecting elements on steel plate is respectively the two kinds of connecting elementss being connected with the vertical muscle of steel bar column cage of reinforcing cage wall and connecting with the net of outside; The connecting elements that steel plate is connected with the vertical muscle of steel bar column cage of reinforcing cage wall, for also overturning the connecting elements that bending of opening the door is got up downwards at steel plate " Π " shape otch, connecting elements hangs end and has U-shaped breach, U-shaped breach and steel bar column cage vertical muscle side Snap joint; The connecting elements that steel plate is connected with net is the connecting elements got up in the bending of steel plate " work " shape otch both sides door-opening type, connecting elements outstanding end V-notch, and V-notch is fixedly connected with online entity; Above-mentioned two kinds of otch after connection, form the through hole of steel plate and bending is got up in incision.Vertical muscle and net can firmly block in through-holes, and more firm for making reinforcing cage post, net be connected with steel plate, the connecting elements on steel plate can weld with reinforcing cage post, net again.
Described bindiny mechanism is the contiguous block be made up of U-shaped connector and V-type connector cross weld, U-shaped connector and steel bar column cage vertical muscle side Snap joint; V-type connector is fixedly connected with online entity.After U-shaped connector and V-type connector bend and get up to be connected, form through hole, vertical muscle and net can firmly block in through-holes.
A kind of lay wire shear wall of modularization assemble, the reinforcing cage wall unit having vertical muscle, stirrup, horizontal bar to connect into, it is characterized in that: the bindiny mechanism that above-mentioned reinforcing cage wall unit and the Netcom of both sides are crossed between reinforcing cage wall side direction and net is fixedly connected with, form lay wire shear-wall element; The lay wire shear-wall element formed is each other by the connection of steel plate, net, and the connection of vertical muscle or horizontal bar, is assembled into the skeleton of lay wire shear wall, and the space Reperfu-sion between skeleton is filled with concrete, the lay wire shear wall that composition moduleization is assembled.
The reinforcing cage wall unit that described vertical muscle, stirrup, horizontal bar connect into, be have the vertical muscle of more than four orthogonal Angle Position arrangements, with surrounds the rectangle hoop fixed in its surrounding and forms steel bar column cage, the steel bar column cage of arrangement connects and composes reinforcing cage wall unit by horizontal bar.Described bindiny mechanism is the steel plate with connecting elements, and the connecting elements on steel plate is respectively the two kinds of connecting elementss being connected with the vertical muscle of steel bar column cage of reinforcing cage wall and connecting with the net of outside; The connecting elements that steel plate is connected with the vertical muscle of steel bar column cage of reinforcing cage wall, the connecting elements of getting up is bent downwards for " Π " shape otch at steel plate also overturns to open the door, connecting elements hangs end and has U-shaped breach, U-shaped breach and steel bar column cage vertical muscle side Snap joint; The connecting elements that steel plate is connected with net, be the connecting elements got up in " work " shape otch both sides door-opening type bending of steel plate, connecting elements hangs end and has V-notch, and V-notch is fixedly connected with online entity; Above-mentioned two kinds of otch form the through hole of steel plate.
Described bindiny mechanism is the contiguous block be made up of U-shaped connector and V-type connector cross weld, U-shaped connector and steel bar column cage vertical muscle side Snap joint; V-type connector is fixedly connected with online entity; U-shaped connector and V-type connector form through hole after bending and being connected.
Steel bar column cage in the present invention and net can process factory is integrated, form modular lay wire shear wall, modularization lay wire shear wall is transported to job site, according to the size requirements of different shear wall, multiple modular lay wire shear wall arrangement is spliced into required size, form shear wall skeleton, then to concrete perfusion in skeleton; The method is adopted to build shear wall, simple to operate, improve efficiency of construction, accelerating construction progress; Further, because the structure of modular lay wire shear wall, size are homogeneous, spliced lay wire shear wall is after concrete perfusion, and skeleton is uniform force in concrete, finally produces the shear wall of uniform force.
Accompanying drawing explanation
Fig. 1 is the sectional drawing of lay wire shear wall;
Fig. 2 is the structural representation of steel bar column cage in lay wire shear wall;
Fig. 3 is the front view of connecting elements on lay wire shear wall light plate;
Fig. 4 is the top view of connecting elements on lay wire shear wall light plate;
Fig. 5 is the lateral view of connecting elements on lay wire shear wall light plate;
Fig. 6 is the structural representation of the U-shaped breach of connecting elements on lay wire shear wall light plate;
Fig. 7 is the structural representation of connecting elements v-notch on lay wire shear wall light plate;
Fig. 8 is the overall appearance figure of lay wire shear wall skeleton;
Fig. 9 is the contiguous block that the U-shaped connector of lay wire shear wall and V-type connector cross weld are made;
Figure 10 is the front view of the V-type connector in lay wire shear wall contiguous block;
Figure 11 is the front view of the U-shaped connector in lay wire shear wall contiguous block;
Wherein, the vertical muscle of 1-, 2-stirrup, 3-net, 4-horizontal bar, the connecting elements of 5-steel plate and net, the connecting elements of 6-steel plate and steel bar column cage, 7-steel plate, the quoit of the vertical muscle one end of 8-, the reinforcing bar of the vertical muscle other end of 9-is given prominence to, " Π " shape otch of 10-steel plate, " work " shape otch of 11-steel plate, 12-V type connector, 13-U type connector, 14-contiguous block.
Detailed description of the invention
The invention discloses a kind of preparation method of lay wire shear wall, the reinforcing cage wall unit having vertical muscle, stirrup, horizontal bar to connect into, reinforcing cage wall unit is connected by Interal fixation with the steel mesh of both sides, composition module lay wire shear wall, multiple modularization lay wire shear wall is spliced into the shear wall skeleton of required size, to the space concrete perfusion between skeleton, make shear wall.
Embodiment 1
As shown in Fig. 1,3,4,5,8, the vertical muscle 1 of four orthogonal Angle Position arrangements, and surrounds fixing rectangle hoop 2 jiaos and reinforces the connection into steel bar column cage in its surrounding, horizontal bar 4 binds round or be welded on steel bar column cage, formation lay wire shear-wall element.Steel bar column cage in lay wire shear-wall element is connected by the connecting elements on steel plate 7 with steel mesh 3, the connecting elements 6 of steel bar column cage and steel plate 7, at steel plate " Π " shape otch 10, " Π " shape otch 10 rotates the connecting elements 6 that gate-type bending is got up downwards, as shown in Figure 6, connecting elements 6 hangs end and has U-shaped breach, U-shaped breach and steel bar column cage vertical muscle side Snap joint; The connecting elements 5 of steel mesh 3 and steel plate 7, at steel plate 7 " work " shape otch 11, the connecting elements 5 that the door-opening type bending of " work " shape otch 11 both sides is got up, as shown in Figure 7, steel mesh 3 hangs end with the connecting elements 5 of steel plate 7 and has v-notch, v-notch is fixedly connected with the entity on steel mesh 3, forms modularization lay wire shear wall.Modularization lay wire shear wall can time processing be shaping in the factory, is transported to job site, according to the shear wall size of required construction, is stitched together by modularization lay wire shear wall, forms shear wall skeleton.
As shown in Figure 2, one end of vertical muscle in modularization lay wire shear wall is provided with quoit 8, the other end of vertical muscle is provided with reinforcing bar outstanding 9, described reinforcing bar outstanding 9 matches with quoit 8, reinforcing bar projects through quoit, through welding, two modularization lay wire shear wall superpositions, are fixedly connected with in a longitudinal direction; Modularization lay wire shear wall is welded and fixed connection by horizontal bar in a lateral direction.Adopt in this way, build the skeleton of lay wire shear wall, the space concrete perfusion between lay wire shear wall skeleton, form shear wall.
Embodiment 2
As shown in Fig. 1,8,9, the vertical muscle 1 of four orthogonal Angle Position arrangements, and surrounds fixing rectangle hoop 2 jiaos and reinforces the connection into steel bar column cage in its surrounding, horizontal bar 4 binds round or be welded on steel bar column cage, formation lay wire shear-wall element.Steel bar column cage in lay wire shear-wall element is connected by the V-type connecting elements 12 on contiguous block 14, U-shaped connecting elements 13 with steel mesh 3, as shown in Figure 10,11, steel mesh 3 snaps in V-type connector, the doubling of V-type connector is bending is connected to form a through hole, steel mesh 3 is firmly stuck in this through hole, steel mesh 3 can weld with through hole again, strengthens fastness; Steel bar column cage snaps in U-shaped connector, and U-shaped connector doubling is bending is connected to form a through hole, and the vertical muscle side of steel bar column cage snaps in this through hole, and for strengthening fastness, the vertical muscle of steel bar column cage can weld with through hole again, forms modularization lay wire shear wall.Modularization lay wire shear wall can time processing be shaping in the factory, is transported to job site, according to the shear wall size of required construction, is stitched together by modularization lay wire shear wall, forms shear wall skeleton.
As shown in Figure 2, one end of vertical muscle in modularization lay wire shear wall is provided with quoit 8, the other end of vertical muscle is provided with reinforcing bar outstanding 9, described reinforcing bar outstanding 9 matches with quoit 8, reinforcing bar projects through quoit, through welding, two modularization lay wire shear wall superpositions, are fixedly connected with in a longitudinal direction; Modularization lay wire shear wall is welded and fixed connection by horizontal bar in a lateral direction.Adopt in this way, build the skeleton of lay wire shear wall, the space concrete perfusion between lay wire shear wall skeleton, form shear wall.
Modularization lay wire shear wall in the present invention can process in factory's integration, and be transported to job site and construct, the method is simple to operate, in the process of building shear wall, greatly save the engineering time, saved manpower, accelerate construction speed, improve efficiency of construction; Further, because the structure of modular lay wire shear wall, size are homogeneous, spliced lay wire shear wall is after concrete perfusion, and skeleton is uniform force in concrete, finally produces the shear wall of uniform force, reaches desirable construction effect.
Claims (8)
1. the preparation method of the lay wire shear wall of a modularization assemble, the reinforcing cage wall unit connected into by vertical muscle (1), stirrup (2), horizontal bar (4), it is characterized in that: the net (3) of this reinforcing cage wall unit and both sides is fixedly connected with by the bindiny mechanism between reinforcing cage wall side direction and net, the lay wire shear-wall element that composition moduleization is assembled; Described bindiny mechanism is the steel plate (7) with connecting elements (5,6), or the contiguous block to be made up of U-shaped connector (13) and V-type connector (12) cross weld, the lay wire shear-wall element formed is each other by the connection of bindiny mechanism, net, the connection (8,9) of vertical muscle or horizontal bar is assembled, Reperfu-sion fill concrete, just constitutes the lay wire shear wall of modularization assemble.
2. the preparation method of the lay wire shear wall of modularization assemble as claimed in claim 1, it is characterized in that: the reinforcing cage wall unit connected into by vertical muscle, stirrup, horizontal bar, first the vertical muscle (1) arranged by more than four orthogonal Angle Position with surround rectangle hoop (2) angle fixed in its surrounding and reinforce the connection into steel bar column cage, the steel bar column cage arranged at a certain distance; Reinforcing cage wall unit is connected and composed by horizontal bar (4).
3. the preparation method of the lay wire shear wall of modularization assemble as claimed in claim 1, it is characterized in that: described bindiny mechanism is steel plate (7), with connecting elements (5,6) on steel plate, the connecting elements on steel plate is respectively the two kinds of connecting elementss (5,6) being connected with the vertical muscle of steel bar column cage of reinforcing cage wall and connecting with the net of outside; The connecting elements (6) that steel plate is connected with the vertical muscle of steel bar column cage of reinforcing cage wall, for steel plate " Π " shape otch (10) and upset is downwards opened the door the connecting elements (6) that bending is got up, connecting elements hangs end and has U-shaped breach, U-shaped breach and steel bar column cage vertical muscle side Snap joint; The connecting elements (5) that steel plate is connected with net is the connecting elements (5) got up in the bending of steel plate " work " shape otch (11) both sides door-opening type, connecting elements outstanding end V-notch, and V-notch is fixedly connected with online entity; Above-mentioned two kinds of otch after connection, form the through hole of orifice plate and bending is got up in incision.
4. the preparation method of the lay wire shear wall of modularization assemble as claimed in claim 1, it is characterized in that: described bindiny mechanism is the contiguous block be made up of U-shaped connector (13) and V-type connector (12) cross weld, U-shaped connector (13) and steel bar column cage vertical muscle side Snap joint; V-type connector (12) is fixedly connected with online entity; After U-shaped connector and V-type connector bend and get up to be connected, form through hole.
5. the lay wire shear wall of a modularization assemble, there is the reinforcing cage wall unit that vertical muscle (1), stirrup (2), horizontal bar (4) connect into, it is characterized in that: the net (3) of above-mentioned reinforcing cage wall unit and both sides is fixedly connected with by bindiny mechanism between reinforcing cage wall side direction and net, forms lay wire shear-wall element; The lay wire shear-wall element formed is each other by the connection of orifice plate, net, and the connection (8,9) of vertical muscle or horizontal bar, be assembled into the skeleton of lay wire shear wall, between skeleton, space Reperfu-sion is filled with concrete, the lay wire shear wall that composition moduleization is assembled.
6. the lay wire shear wall of modularization assemble as claimed in claim 5, it is characterized in that: the reinforcing cage wall unit that described vertical muscle, stirrup, horizontal bar connect into, be have the vertical muscle (1) of more than four orthogonal Angle Position arrangements, with surrounds fixing rectangle hoop (2) in its surrounding and forms steel bar column cage, the steel bar column cage of arrangement passes through horizontal bar (4) and connects and composes reinforcing cage wall unit.
7. the lay wire shear wall of the modularization assemble as described in claim 5 or 6, it is characterized in that: described bindiny mechanism is the steel plate (7) with connecting elements (5,6), the connecting elements on steel plate (7) is respectively the two kinds of connecting elementss (5,6) being connected with the vertical muscle of steel bar column cage of reinforcing cage wall and connecting with the net of outside; The connecting elements (6) that steel plate is connected with the vertical muscle of steel bar column cage of reinforcing cage wall, for " Π " shape otch (10) at steel plate and upset is downwards opened the door the connecting elements (6) that bending is got up, connecting elements hangs end and has U-shaped breach, U-shaped breach and steel bar column cage vertical muscle side Snap joint; The connecting elements (5) that steel plate is connected with net, be the connecting elements (5) got up in " work " shape otch (11) both sides door-opening type bending of steel plate, connecting elements hangs end and has V-notch, and V-notch is fixedly connected with online entity; Above-mentioned two kinds of otch form the through hole of steel plate.
8. the lay wire shear wall of the modularization assemble as described in claim 5 or 6, it is characterized in that: described bindiny mechanism is the contiguous block be made up of U-shaped connector (13) and V-type connector (12) cross weld, U-shaped connector (13) and steel bar column cage vertical muscle side Snap joint; V-type connector (12) is fixedly connected with online entity; U-shaped connector and V-type connector form through hole after bending and being connected.
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| CN201410710896.2A CN104372873B (en) | 2014-12-01 | 2014-12-01 | Manufacturing method for formwork shear wall assembled in modularized mode |
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| CN201410710896.2A CN104372873B (en) | 2014-12-01 | 2014-12-01 | Manufacturing method for formwork shear wall assembled in modularized mode |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350684A (en) * | 2015-12-03 | 2016-02-24 | 文登蓝岛建筑工程有限公司 | Novel 3D modularized assembling wall structure |
| CN105369976A (en) * | 2015-12-03 | 2016-03-02 | 文登蓝岛建筑工程有限公司 | Building material wallboard |
| CN105544772A (en) * | 2015-12-03 | 2016-05-04 | 文登蓝岛建筑工程有限公司 | Wallboard fixing member |
| CN105544771A (en) * | 2015-12-03 | 2016-05-04 | 文登蓝岛建筑工程有限公司 | 3D modularization dry method run-up waterproof wall |
| CN105544773A (en) * | 2015-12-03 | 2016-05-04 | 文登蓝岛建筑工程有限公司 | 3D modularization run-up wall |
| CN109457870A (en) * | 2018-12-27 | 2019-03-12 | 中南大学 | A kind of concrete-filled double skin steel tube colossal column and its construction method |
| CN109707104A (en) * | 2018-12-27 | 2019-05-03 | 中南大学 | A kind of band lacing wire concrete filled steel tube pours building body and construction method |
| CN112814284A (en) * | 2020-12-30 | 2021-05-18 | 河北建设集团股份有限公司 | Double-deck ladder muscle fixed assembly formula vertical component mounting structure |
| CN114892840A (en) * | 2022-04-08 | 2022-08-12 | 吉林建筑大学 | Prefabricated assembly type concrete prefabricated shear wall with mould net and construction method |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350684A (en) * | 2015-12-03 | 2016-02-24 | 文登蓝岛建筑工程有限公司 | Novel 3D modularized assembling wall structure |
| CN105369976A (en) * | 2015-12-03 | 2016-03-02 | 文登蓝岛建筑工程有限公司 | Building material wallboard |
| CN105544772A (en) * | 2015-12-03 | 2016-05-04 | 文登蓝岛建筑工程有限公司 | Wallboard fixing member |
| CN105544771A (en) * | 2015-12-03 | 2016-05-04 | 文登蓝岛建筑工程有限公司 | 3D modularization dry method run-up waterproof wall |
| CN105544773A (en) * | 2015-12-03 | 2016-05-04 | 文登蓝岛建筑工程有限公司 | 3D modularization run-up wall |
| CN109457870A (en) * | 2018-12-27 | 2019-03-12 | 中南大学 | A kind of concrete-filled double skin steel tube colossal column and its construction method |
| CN109707104A (en) * | 2018-12-27 | 2019-05-03 | 中南大学 | A kind of band lacing wire concrete filled steel tube pours building body and construction method |
| CN109707104B (en) * | 2018-12-27 | 2023-10-27 | 中南大学 | Concrete-filled steel tube casting body with tie bars and construction method |
| CN109457870B (en) * | 2018-12-27 | 2023-10-27 | 中南大学 | Hollow sandwich steel tube concrete giant column and construction method thereof |
| CN112814284A (en) * | 2020-12-30 | 2021-05-18 | 河北建设集团股份有限公司 | Double-deck ladder muscle fixed assembly formula vertical component mounting structure |
| CN114892840A (en) * | 2022-04-08 | 2022-08-12 | 吉林建筑大学 | Prefabricated assembly type concrete prefabricated shear wall with mould net and construction method |
| CN114892840B (en) * | 2022-04-08 | 2023-11-24 | 吉林建筑大学 | Prefabricated concrete shear wall with mould net and construction method |
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| CN104372873B (en) | 2017-02-22 |
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Effective date of registration: 20180115 Address after: 312400 Industrial Function Zone, Changle Town, Shaoxing City, Shengzhou, Zhejiang Patentee after: ZHEJIANG ZHENGHE BUILDING NET MOLD CO., LTD. Address before: 116024 linggong Road, Dalian New Technology Industrial Park, Dalian, Liaoning Province, room 218, building 1, Dalian University of Technology comprehensive experiment building Co-patentee before: Wang Tingzhe Patentee before: Wang Lijiu |