CN203546945U - Wallboard and shear wall with post-cast strip at floor position composed of wallboard - Google Patents

Wallboard and shear wall with post-cast strip at floor position composed of wallboard Download PDF

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Publication number
CN203546945U
CN203546945U CN201320683482.6U CN201320683482U CN203546945U CN 203546945 U CN203546945 U CN 203546945U CN 201320683482 U CN201320683482 U CN 201320683482U CN 203546945 U CN203546945 U CN 203546945U
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China
Prior art keywords
shear wall
wallboard
connector
upper strata
wall body
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Expired - Lifetime
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CN201320683482.6U
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Chinese (zh)
Inventor
王睿敏
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Wang Ruimin
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Individual
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Priority to CN201320683482.6U priority Critical patent/CN203546945U/en
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Expired - Lifetime legal-status Critical Current

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Abstract

The utility model provides a wallboard, a shear wall with a post-cast strip at a floor position composed of the wallboard and a construction method of the shear wall. The side faces of the periphery of the wallboard are provided with protruding ribs of proper quantities at equal intervals, the protruding ribs protrude out of the edge faces of the wallboard, and four corners of the bottom of the wallboard are provided with moving wheels. The shear wall with the post-cast strip at the floor position comprises an upper-layer shear wall body and a lower-layer shear wall body, the upper-layer shear wall body and the lower-layer shear wall body are provided with multiple wallboards described in the right claim 4 in the horizontal direction, the protruding ribs between two adjacent wallboards are inserted into a concave base to be connected to form a whole, the upper-layer shear wall body is in lap joint with the lower-layer shear wall body through the two adjacent wallboards in the longitudinal direction to form a whole, and the post-cast strip is arranged between the upper-layer shear wall body and the lower-layer shear wall body.

Description

The floor position of wallboard and formation thereof is established the shear wall of ater-casting
Technical field
The utility model relates to technical field of buildings, and particularly the floor position of a kind of wallboard and formation thereof is established the shear wall of ater-casting.
Background technology
Shear wall claims again wind resistance wall or seismic structural wall, earthquake resistant wall, structural wall.In house or structure, mainly bear the body of wall of the horizontal loading that wind load or geological process cause.Prevent structure shear failure.
Existing fabricated shear wall structure adopts sleeve grouting connection more, reinforcing bar is welded to connect or overlap slurry anchor connects, and all has the problems such as cost is high, construction precision requirement is high, and difficulty of construction is large, causes fabricated shear wall to promote difficulty large.
Utility model content
The utility model not only provides a kind of simple in structure, wallboard that can carry out batch production production, the utility model and provide a kind of floor position consisting of above-mentioned wallboard to establish the shear wall of ater-casting.
For above-mentioned purpose, the utility model is realized by following measures:
A wallboard, is equidistantly provided with the outstanding muscle of right quantity on its surrounding periphery sides side, described outstanding muscle protrudes from the limit face of described wallboard; Bottom wallboard, four jiaos are provided with movable pulley.
In above-mentioned wallboard, it comprises two panels, connects, and be provided with intermediate layer between two panels between two panels by connecting reinforcement; Every panel is provided with reinforced mesh; Each movable pulley is all connected with steel mesh reinforcement through height adjuster.
In above-mentioned wallboard, height adjuster comprises connector, adapter sleeve and lower connector, adapter sleeve two ends are threaded connection respectively connector and lower connector, and movable pulley installing rack is arranged on lower connector, and upper connector welds by oblique reinforcing rib and steel mesh reinforcement.
In above-mentioned wallboard, the inner surface of every panel and upper and lower both ends of the surface are equidistantly concaved with a plurality of dimples; Outstanding muscle is arranged with appropriate location in dimple.
Floor position is established a shear wall for ater-casting, and shear wall comprises upper strata shear wall and lower floor's shear wall; The horizontal direction of upper strata shear wall and lower floor's shear wall all has a plurality of wallboards claimed in claim 4, and is inserted in dimple and connected as one by the outstanding muscle between adjacent two wallboards; Between upper strata shear wall and lower floor's shear wall, by the outstanding muscle overlap joint between adjacent two wallboards of vertical direction, be integrated, and be provided with ater-casting between upper strata shear wall and lower floor's shear wall.
The beneficial effects of the utility model:
1. overall structure is simple, and the convenient position of adjusting wallboard of movable pulley is established in wallboard bottom;
2. shear wall is established ater-casting, easy construction;
3. manufacture, processing, convenient transportation.
Accompanying drawing explanation
Fig. 1 is the elevational schematic view of embodiment 1.
Fig. 2 is that the master of embodiment 1 looks schematic diagram.
Fig. 3 is longitudinal cross-sectional schematic of embodiment 1.
Fig. 4 is that 1 two wallboards of embodiment are in conjunction with horizontal cross-sectional schematic.
Fig. 5 is the shear wall schematic diagram that embodiment 1 wallboard forms.
Fig. 6 is movable pulley and wallboard connecting structure schematic diagram.
Fig. 7 is wallboard and template connection diagram.
Fig. 8 is shear wall and floor connection diagram.
In figure 1, panel, 2, outstanding muscle, 3, intermediate layer, 4, movable pulley, 5, dimple, 6, upper connector, 7, adapter sleeve, 8, lower connector, 9, movable pulley installing rack, 10, template, 11, bolt, 12, nut, 13, reinforced mesh, 14, oblique reinforcing rib, 15, ater-casting, 16, upper strata precast floor slab, 17, lower floor's shear wall, 18, upper strata shear wall, a, connecting reinforcement.
The specific embodiment
Referring now to Figure of description, illustrate selected embodiment of the present utility model, those skilled in the art are only exemplary according to subordinate's explanation of embodiment of the present utility model of the present disclosure, are not in order to limit scheme of the present utility model.
With reference to accompanying drawing 1.2.3.4, a kind of wallboard, it comprises two panels 1, connects, and be provided with intermediate layer 3 between two panels 1 between two panels 1 by connecting reinforcement a; Every panel 1 is provided with and a plurality ofly laterally runs through muscle and a plurality ofly longitudinally run through muscle, and the inner surface of every panel 1 and upper and lower both ends of the surface are equidistantly concaved with a plurality of dimples 5; Laterally run through muscle and longitudinally run through muscle through the outstanding muscle 2 of dimple 5 formation, outstanding muscle 2 is recessed in dimple, and outstanding muscle 2 protrudes from the limit face of described wallboard; Bottom wallboard, four jiaos are provided with movable pulley 4.
With reference to accompanying drawing 6, consider structural strength and easy to process, every panel 1 is provided with reinforced mesh 13, and each movable pulley 4 is all connected with steel mesh reinforcement through height adjuster.In the present embodiment, height adjuster comprises connector 6, adapter sleeve 7 and lower connector 8, adapter sleeve 7 two ends are threaded connection respectively connector 6 and lower connector 8, movable pulley installing rack 9 is arranged on lower connector 8, and upper connector 6 is by oblique reinforcing rib 14 and steel mesh reinforcement 13 welding.
With reference to accompanying drawing 5,8, a kind of floor position is established the shear wall of ater-casting, and shear wall comprises upper strata shear wall 18He lower floor shear wall 17; The horizontal direction of upper strata shear wall 18He lower floor shear wall 17 all has a plurality of described wallboards, and is inserted in dimple 5 and connected as one by the outstanding muscle 2 between adjacent two wallboards; Between upper strata shear wall 17He lower floor shear wall 18, by outstanding muscle 2 overlap joints between adjacent two wallboards of vertical direction, be integrated, and be provided with ater-casting 15 between upper strata shear wall 17He lower floor shear wall 18.
With reference to accompanying drawing 8, a kind of construction method of described shear wall, comprises the following steps:
1) on-the-spot unwrapping wire, installs temporary fixing rack, and fixed mount is for fixing described wallboard and support upper strata precast floor slab;
2) prefabricated described wallboard, transports to job site;
3) the described wallboard of lifting puts in place, is connected and fixed with temporary fixing rack;
4) lower floor's shear wall is installed: utilize the outstanding muscle of described wallboard horizontal direction to interconnect each wallboard is formed to an integral body; The structure muscle welding of wallboard bottom and wallboard below, at wallboard bottom fixed form;
5) upper strata precast floor slab is installed;
6) concrete perfusion in shear wall wallboard, concrete perfusion between the precast floor slab of upper strata;
7) install story shear wall: utilize the outstanding muscle 2 of described wallboard horizontal direction to interconnect each wallboard is formed to an integral body;
8) lifting last layer precast floor slab, and be in place;
9) upper and lower two-layer shear wall docking: each wallboard of horizontal direction in upper strata shear wall and lower story shear is pushed away and receives position, by the movable pulley on the wallboard described in the shear wall of upper strata, adjust the height of upper and lower two-layer shear wall vertical direction, outstanding reinforcing bar between upper strata shear wall and lower floor's shear wall is welded as a whole, and reserves ater-casting 15 between upper strata shear wall and lower floor's shear wall;
10), with reference to accompanying drawing 7, in ater-casting, 15 both sides are by bolt 11 and nut 12 installation forms 10; After all templates 10 fix, concreting between upper strata shear wall and lower floor's shear wall wallboard, between the precast slab slot of upper strata; Concrete reaches after some strength, and stripping 10 is constructed complete,, the construction of this layer is complete, carries out lower one deck lifting and installs.
The utility model does not have disclosed technical characterictic, is the known technology of the art.
Basic principle of the present utility model and advantage have more than been described.The utility model is not restricted to the described embodiments, and in the prerequisite that does not depart from the utility model scope, those skilled in the art can do many changes and improvements as required.The utility model protection domain should be defined by appending claims and equivalent thereof.

Claims (5)

1. a wallboard, is characterized in that: on its surrounding periphery sides side, be equidistantly provided with the outstanding muscle of right quantity, described outstanding muscle protrudes from the limit face of described wallboard; Bottom wallboard, four jiaos are provided with movable pulley.
2. wallboard according to claim 1, is characterized in that: it comprises two panels, connects, and be provided with intermediate layer between two panels between two panels by connecting reinforcement; Every panel is provided with reinforced mesh; Each movable pulley is all connected with steel mesh reinforcement through height adjuster.
3. wallboard according to claim 2, it is characterized in that: height adjuster comprises connector, adapter sleeve and lower connector, adapter sleeve two ends are threaded connection respectively connector and lower connector, movable pulley installing rack is arranged on lower connector, and upper connector welds by oblique reinforcing rib and steel mesh reinforcement.
4. according to wallboard described in claim 2 or 3, it is characterized in that: the inner surface of every panel and upper and lower both ends of the surface are equidistantly concaved with a plurality of dimples; Outstanding muscle is arranged with appropriate location in dimple.
5. floor position is established a shear wall for ater-casting, it is characterized in that: shear wall comprises upper strata shear wall and lower floor's shear wall; The horizontal direction of upper strata shear wall and lower floor's shear wall all has a plurality of wallboards claimed in claim 4, and is inserted in dimple and connected as one by the outstanding muscle between adjacent two wallboards; Between upper strata shear wall and lower floor's shear wall, by the outstanding muscle overlap joint between adjacent two wallboards of vertical direction, be integrated, and be provided with ater-casting between upper strata shear wall and lower floor's shear wall.
CN201320683482.6U 2013-11-01 2013-11-01 Wallboard and shear wall with post-cast strip at floor position composed of wallboard Expired - Lifetime CN203546945U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320683482.6U CN203546945U (en) 2013-11-01 2013-11-01 Wallboard and shear wall with post-cast strip at floor position composed of wallboard

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320683482.6U CN203546945U (en) 2013-11-01 2013-11-01 Wallboard and shear wall with post-cast strip at floor position composed of wallboard

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CN203546945U true CN203546945U (en) 2014-04-16

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541463A (en) * 2013-11-01 2014-01-29 王睿敏 Wallboard and shear wall allowing floor location provided with post-pouring belt comprising same and construction method for shear wall
CN115142553A (en) * 2022-07-18 2022-10-04 山东大学 Multi-layer assembled concrete plate type structure house and installation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541463A (en) * 2013-11-01 2014-01-29 王睿敏 Wallboard and shear wall allowing floor location provided with post-pouring belt comprising same and construction method for shear wall
CN103541463B (en) * 2013-11-01 2015-06-10 山东骊久建筑科技有限公司 Wallboard and shear wall allowing floor location provided with post-pouring belt comprising same and construction method for shear wall
CN115142553A (en) * 2022-07-18 2022-10-04 山东大学 Multi-layer assembled concrete plate type structure house and installation method thereof

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: WANG RUIMIN

Effective date: 20150120

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20150120

Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6

Patentee after: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD.

Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103

Patentee before: Wang Ruimin

ASS Succession or assignment of patent right

Owner name: WANG RUIMIN

Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD.

Effective date: 20150612

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20150612

Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103

Patentee after: Wang Ruimin

Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6

Patentee before: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20140416