CN208497274U - Precast shear wall mold - Google Patents

Precast shear wall mold Download PDF

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Publication number
CN208497274U
CN208497274U CN201821156435.5U CN201821156435U CN208497274U CN 208497274 U CN208497274 U CN 208497274U CN 201821156435 U CN201821156435 U CN 201821156435U CN 208497274 U CN208497274 U CN 208497274U
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China
Prior art keywords
rib
mold
shear wall
wall
right rib
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Active
Application number
CN201821156435.5U
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Chinese (zh)
Inventor
徐兵
方成
葛强
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhongying Yuanta (changzhou) Assembly Building Co Ltd
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Zhongying Yuanta (changzhou) Assembly Building Co Ltd
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Priority to CN201821156435.5U priority Critical patent/CN208497274U/en
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Abstract

The utility model provides a kind of precast shear wall mold, mold includes upper rib, left rib, right rib and lower stop edge, the mold is in box shape, it is fixedly connected by three sections of overhangings with right rib at the top of the left rib, the left rib, on the inside of right rib there are indent, the left rib, right rib side wall is recessed inwardly several shearing slots.The utility model from structure to construction on solve the problems, such as that degree of gravity vertical forwall surface, flatness deviation be exceeded, wall faulting of slab ends, install extremely convenient and quick, can be used in turn, it is at low cost, shaping structures effect is good, and labor and material saving greatly improves construction quality and construction speed.

Description

Precast shear wall mold
Technical field
The utility model relates to a kind of walls to pour mold, especially precast shear wall mold.
Background technique
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.It is primarily subjected to wind load in house or structures or earthquake is made With the wall of caused horizontal loading and vertical load, prevent structure shear from destroying.Also known as seismic structural wall, earthquake resistant wall generally uses armored concrete It is made into.
Shear wall can be divided into steel plate shear force wall, reinforced concrete shear wall and reinforcing bars building block shear wall by structural material. It is wherein the most commonly used with reinforced concrete shear wall.
Summary of the invention
The utility model technical issues that need to address assemble convenient and stable structure prefabricated shearing there is provided a kind of Wall mold.
In order to solve the above technical problems, the utility model provides a kind of precast shear wall mold, and mold includes upper gear Side, left rib, right rib and lower stop edge, the mold are in box shape, pass through three sections of overhangings and right rib at the top of the left rib Be fixedly connected, the left rib, on the inside of right rib there are indent, the left rib, right rib side wall are recessed inwardly several cut Power slot.
Further, the overhanging includes steel plate, and the steel plate is linked in the T-shape fastener at the top of left rib and right rib Interior, the side edge of steel plate is welded with column.
Further, hand slot is installed on the inside of the lower stop edge.
After adopting the above structure, compared with prior art, from structure, the utility model is from knot Solve the problems, such as that degree of gravity vertical forwall surface, flatness deviation be exceeded, wall faulting of slab ends on structure to construction, install it is extremely convenient and quick, can It is used in turn, at low cost, shaping structures effect is good, and labor and material saving greatly improves construction quality and construction speed.
Detailed description of the invention
Utility model will be further described in detail below with reference to the attached drawings and specific embodiments.
Fig. 1 is the top view of the utility model precast shear wall mold.
Fig. 2 is the left view of the utility model precast shear wall mold.
Fig. 3 is the main view of the utility model precast shear wall mold.
In figure: 1 for upper rib, 2 be left rib, 3 be right rib, 4 be lower stop edge, 5 be indent, 6 be hand slot, 7 be column, 8 be overhanging, 8-1 be steel plate, 8-2 be T-shape fastener, 9 be shearing slot.
Specific embodiment
As depicted in figs. 1 and 2, a kind of precast shear wall mold, mold include upper rib 1, left rib 2, right rib 3 and under Rib 4, the mold are in box shape, are fixedly connected by three sections of overhangings 8 with right rib 3 at the top of the left rib 2, the left gear Side 2, there are indents 5 for 3 inside of right rib, and the left rib 2,3 side wall of right rib, which are recessed inwardly, several shearing slots 9.Wherein, it grasps Make personnel successively to splice upper rib 1, left rib 2, right rib 3 and lower stop edge 4, surrounds frame mold.Again by three sections of 8 cards of overhanging It connects between left rib 2 and right rib 3, so that the shear wall after pouring molding is attached with other wall body structures.Left rib 2, right 3 medial surface of rib is provided with indent 5, and it is not smooth enough or the technical issues of burr occur that indent 5 solves metope.It is pouring During, for shear wall in the case where shearing slot 9 limits, the side of shear wall will form several grooves;These grooves can increase Contact area between wall and wall, to improve the anti seismic efficiency of shear wall.
As depicted in figs. 1 and 2, the overhanging 8 includes steel plate 8-1, and the steel plate 8-1 is linked in left rib 2 and right rib 3 In the T-shape fastener 8-2 at top, the side the steel plate 8-1 is welded with column 7.Wherein, 8 structures are overhang in order to further increase Steel plate 8-1 is fastened in left rib 2 and the T-shape fastener 8-2 at the top of right rib 3 by stability, then by bolt by T-shape card It is locked in part 8-2 with left rib 2 and right rib 3.The side steel plate 8-1 is welded with column 7 and solves shear wall and other wall knots The technical issues of structure connects.
As shown in figures 1 and 3, hand slot 6 is installed on the inside of the lower stop edge 4.Wherein, the hand slot 6 built in 4 bottom of lower stop edge In order to the shear wall disposal built-in circuit after the completion of pouring.
To sum up, what the utility model was taken is that the method for pressure forming completes the preparatory process of sand mo(u)ld.In the whole process, It is main that worker is needed to spread ready mixed sand in support plate, several calibration inserts are plugged, then cover pressing plate to wait for Sand mo(u)ld.

Claims (3)

1. a kind of precast shear wall mold, it is characterized in that: mold includes upper rib (1), left rib (2), right rib (3) and lower block Side (4), the mold are in box shape, are fixedly connected by three sections of overhangings (8) with right rib (3) at the top of the left rib (2), institute Left rib (2), right rib (3) inside are stated there are indent (5), the left rib (2), right rib (3) have if side wall is recessed inwardly Dry shearing slot (9).
2. precast shear wall mold according to claim 1, it is characterized in that: the overhanging (8) includes steel plate (8-1), institute It states in the T-shape fastener (8-2) that steel plate (8-1) is linked at the top of left rib (2) and right rib (3), steel plate (8-1) side It is welded with column (7).
3. precast shear wall mold according to claim 1, it is characterized in that: being equipped with hand slot on the inside of the lower stop edge (4) (6).
CN201821156435.5U 2018-07-20 2018-07-20 Precast shear wall mold Active CN208497274U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821156435.5U CN208497274U (en) 2018-07-20 2018-07-20 Precast shear wall mold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821156435.5U CN208497274U (en) 2018-07-20 2018-07-20 Precast shear wall mold

Publications (1)

Publication Number Publication Date
CN208497274U true CN208497274U (en) 2019-02-15

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821156435.5U Active CN208497274U (en) 2018-07-20 2018-07-20 Precast shear wall mold

Country Status (1)

Country Link
CN (1) CN208497274U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112207956A (en) * 2020-09-25 2021-01-12 湖北绿缘新型材料科技有限公司 Die design assembly for producing PC (polycarbonate) component

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112207956A (en) * 2020-09-25 2021-01-12 湖北绿缘新型材料科技有限公司 Die design assembly for producing PC (polycarbonate) component

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