CN202990160U - Shear wall full assembling wallboard connecting structure - Google Patents

Shear wall full assembling wallboard connecting structure Download PDF

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Publication number
CN202990160U
CN202990160U CN 201220662808 CN201220662808U CN202990160U CN 202990160 U CN202990160 U CN 202990160U CN 201220662808 CN201220662808 CN 201220662808 CN 201220662808 U CN201220662808 U CN 201220662808U CN 202990160 U CN202990160 U CN 202990160U
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CN
China
Prior art keywords
shear
precast hollow
prefabricated hollow
precast
hollow shear
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CN 201220662808
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Chinese (zh)
Inventor
潘树宾
胡雁翔
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潘树宾
胡雁翔
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Application filed by 潘树宾, 胡雁翔 filed Critical 潘树宾
Priority to CN 201220662808 priority Critical patent/CN202990160U/en
Application granted granted Critical
Publication of CN202990160U publication Critical patent/CN202990160U/en

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Abstract

The utility model discloses a shear wall full assembling wallboard connecting structure which comprises prefabricated hollow shear walls and prefabricated hollow floors. Two adjacent prefabricated hollow shear walls arranged vertically are connected through grouting sleeves, shear wall longitudinal bars located on the lower portions of the prefabricated hollow shear walls extends into the grouting sleeves located on the upper portions of the prefabricated hollow shear walls, a grouting gap with 10-20 mm is reserved between two adjacent prefabricated hollow shear walls arranged in an up and down mode, the prefabricated hollow floors are connected with the prefabricated hollow shear walls through rigid frame formworks, the prefabricated hollow floors are in lap joint with plate ends of the rigid frame formworks, the lap joint length is 3-5 cm, ring beam rebars are arranged between the prefabricated hollow floors and the prefabricated hollow shear walls, lap joint of U-shaped sling rebars or side surface sing rebars of the prefabricated hollow floors are finished, and pouring concrete at the positions of joint cast-in-situ areas. The shear wall full assembling wallboard connecting structure is capable of reducing structural weight greatly, reducing the function of earthquake force, reducing cost, reducing using amount of building materials, and reaching the effect of energy conservation and emission reduction and saving a work period.

Description

The full assembled wallboard syndeton of a kind of shear wall

Technical field

The utility model relates to technical field of building construction, more particularly, relates to the full assembled wallboard syndeton of shear wall.

Background technology

Shear wall is the body of wall that is watered by steel concrete, and the structure of bearing vertical and horizontal force by shear wall forms is called shear wall structure.The lateral deformation stiffness of shear wall is very large, and it is mainly used to resist horizontal force and bears vertical effect; Body of wall is simultaneously also as safeguarding and house separation structure.It is very high that shear wall structure can be built, and is mainly used in the dwelling construction of 12-30 layer.Shear wall structure is by the structure of the beam column in reinforced concrete wall panel replacement frame construction as the main supporting member of building.Cause because the horizontal shear that highrise building will be resisted is mainly earthquake, thus shear wall than other form of structure, the horizontal shear of control structure more effectively, the ability that opposing destroys is stronger, anti-seismic performance is better, and safety is higher, lives also very comfortable.

But present steel concrete is cast-in-place shear wall structure, and productivity ratio is lower, and artificial input is larger, and workman's labour intensity is larger, and workman's working environment is relatively poor.

Therefore, how to raise labour productivity, reduce manually and drop into, reduce workman's labour intensity, improve workman's working environment, become the technical problem that those skilled in the art need to be resolved hurrily.

The utility model content

In view of this, the utility model provides a kind of shear wall full assembled wallboard syndeton, to raise labour productivity, reduces manually and drops into, and reduces workman's labour intensity, improves workman's working environment.

For achieving the above object, the utility model provides following technical scheme:

The full assembled wallboard syndeton of a kind of shear wall comprises:

The precast hollow shear wall, vertical adjacent two precast hollow shear walls of arranging adopt grout sleeve to connect, the vertical muscle of shear wall that is positioned at the precast hollow shear wall of bottom stretches into the grout sleeve of superposed precast hollow shear wall, reserves the grouting seam of 10-20mm between two precast hollow shear walls arranging up and down;

Prefabricated hollow floor, be connected by hard frame formwork with described precast hollow shear wall, described prefabricated hollow floor is overlapped on the plate end of described hard frame formwork, lap length is 3-5cm, between described prefabricated hollow floor and described precast hollow shear wall, ring beam reinforcing steel bar is set and completes that described prefabricated hollow floor is U-shaped gets rid of the overlap joint that muscle is got rid of in muscle or side, and in the cast-in-place location concreting of node.

Preferably, in the full assembled wallboard syndeton of above-mentioned shear wall, described precast hollow shear wall in its corner, being connected on the corner of T-shaped and end, T-shaped position and end arrange cast-in-place sleeper, and the horizontal bar of described precast hollow shear wall gets rid of muscle and stretches into described cast-in-place sleeper anchoring.

Preferably, in the full assembled wallboard syndeton of above-mentioned shear wall, described precast hollow shear wall all arranges Shear-wall Connecting Beam Used at door opening and window hole upside, at the downside of window hole, additional dark beam is set.

Preferably, in the full assembled wallboard syndeton of above-mentioned shear wall, the beam of described precast hollow shear wall is connected the mode that adopts hard frame formwork with the laminted joint of precast stair.

Preferably, in the full assembled wallboard syndeton of above-mentioned shear wall, the transverse and longitudinal steel bar stress of described precast hollow shear wall all adopts high-strength special steel, the sleeper of described precast hollow shear wall and dark beam main tendon adopt high-strength special steel, the continuous helical stirrup that the stirrup of described precast hollow shear wall adopts high-strength special steel to make.

Preferably; in the full assembled wallboard syndeton of above-mentioned shear wall; the insulation layer of described precast hollow shear wall is outward the topping of the thick employing pea gravel concreten of 40mm-50mm or foam cement, the built-in steel fabric sheet of described topping, and be connected with shear force wall reinforcing steel bar by the oblique cutting muscle.

Can find out from above-mentioned technical scheme, the full assembled wallboard syndeton of the shear wall that the utility model provides, make high-layer shear force wall building structure realize architectural industrialization, the whole prefabrication productions of shear wall and floor, install the job site, raises labour productivity, and reduces manually and drop into, reduce workman's labour intensity, improve workman's working environment.The utility model can significantly alleviate dead load, reduces seismic force effects, reduces costs, and improves the security performance of building structure, reduces the consumption of constructional materials, reaches energy-saving and emission-reduction, low-carbon (LC) consumption reduction, the effect of saving duration.

Description of drawings

The shear wall that Fig. 1 provides for the utility model embodiment assembles the structural representation of wall body entirely;

The structural representation of the vertical facade of the precast hollow shear wall that Fig. 2 provides for the utility model embodiment;

The sectional view of the horizontal facade of the precast hollow shear wall that Fig. 3 provides for the utility model embodiment;

The structural representation of the precast hollow shear wall that Fig. 4 provides for the utility model embodiment and the connected node of prefabricated hollow floor;

The structural representation of the precast hollow shear wall that Fig. 5 provides for the utility model embodiment and the side connected node of prefabricated hollow floor;

The structural representation of the plane beam that Fig. 6 provides for the utility model embodiment and the connected node of prefabricated hollow floor;

The structural representation of Fig. 7 provides for the utility model embodiment precast hollow shear wall corner;

The T-shaped structural representation of precast hollow shear wall that Fig. 8 provides for the utility model embodiment;

The structural representation of Fig. 9 provides for the utility model embodiment precast hollow shear wall end.

Wherein, 1 is steel fabric sheet, and 2 is shear force wall reinforcing steel bar, and 21 are the vertical muscle of shear wall; 22 is the shear wall horizontal bar, and 3 is topping, and 4 is the oblique cutting muscle; 5 is insulation layer, and 6 is the shear wall perforate, and 7 is grout sleeve; 71 are the grouting seam, and 8 is the concrete sprue, and 9 is hoard strip; 10 is prefabricated hollow floor, and 11 is the cast-in-place zone of node, and 12 is ring beam reinforcing steel bar; 13 is hard frame formwork, and 14 is cast-in-place sleeper, and 15 get rid of muscle for horizontal bar.

The specific embodiment

The utility model discloses the full assembled wallboard syndeton of a kind of shear wall, to raise labour productivity, reduce manually and drop into, reduce workman's labour intensity, improve workman's working environment.

Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not making the every other embodiment that obtains under the creative work prerequisite, all belong to the scope of the utility model protection.

See also Fig. 1-Fig. 9, the shear wall that Fig. 1 provides for the utility model embodiment assembles the structural representation of wall body entirely; The structural representation of the vertical facade of the precast hollow shear wall that Fig. 2 provides for the utility model embodiment; The sectional view of the horizontal facade of the precast hollow shear wall that Fig. 3 provides for the utility model embodiment; The structural representation of the precast hollow shear wall that Fig. 4 provides for the utility model embodiment and the connected node of prefabricated hollow floor; The structural representation of the precast hollow shear wall that Fig. 5 provides for the utility model embodiment and the side connected node of prefabricated hollow floor; The structural representation of the plane beam that Fig. 6 provides for the utility model embodiment and the connected node of prefabricated hollow floor; The structural representation of Fig. 7 provides for the utility model embodiment precast hollow shear wall corner; The T-shaped structural representation of precast hollow shear wall that Fig. 8 provides for the utility model embodiment; The structural representation of Fig. 9 provides for the utility model embodiment precast hollow shear wall end.

The full assembled wallboard syndeton of the shear wall that the utility model embodiment provides comprises:

The precast hollow shear wall, vertical adjacent two precast hollow shear walls of arranging adopt grout sleeve 7 to connect, the vertical muscle 21 of shear wall that is positioned at the precast hollow shear wall of bottom stretches into the grout sleeve 7 of superposed precast hollow shear wall, reserve the grouting seam 71 of 10-20mm between two precast hollow shear walls arranging up and down, wherein grouting material should guarantee mobility and higher intensity preferably;

Prefabricated hollow floor 10, be connected by hard frame formwork 13 with described precast hollow shear wall, described prefabricated hollow floor 10 is overlapped on the plate end of described hard frame formwork 13 (utilizing the hard frame formwork of bolt hole of existing shear wall), lap length is 3-5cm, what between described prefabricated hollow floor 10 and described precast hollow shear wall, ring beam reinforcing steel bar 12 is set and completes described prefabricated hollow floor 10 U-shapedly gets rid of the overlap joint that muscle is got rid of in muscle or side, and in the cast-in-place regional 11 place's concretings of node.

The full assembled wallboard syndeton of the shear wall that the utility model provides, make high-layer shear force wall building structure realize architectural industrialization, the whole prefabrication productions of shear wall and floor, install the job site, raise labour productivity, reduce artificial the input, reduce workman's labour intensity, improve workman's working environment.The utility model can significantly alleviate dead load, reduces seismic force effects, reduces costs, and improves the security performance of building structure, reduces the consumption of constructional materials, reaches energy-saving and emission-reduction, low-carbon (LC) consumption reduction, the effect of saving duration.

Elevator shaft should adopt cast-in-place structural, the mode that adopts hard frame formwork that is connected of plane beam of living in and prefabricated hollow floor, for beam stirrup and vertical muscle, complete the U-shaped muscle of precast hollow slab or the overlap joint that the plate side is got rid of muscle between plate and plate, last concreting forms the cast-in-place congruent region of beam.

In order further to optimize technique scheme, described precast hollow shear wall in its corner, being connected on the corner of T-shaped and end, T-shaped position and end arrange cast-in-place sleeper 14, and the horizontal bar of described precast hollow shear wall gets rid of muscle and stretches into described cast-in-place sleeper 14 anchorings.Insulation layer and topping that insulation layer in attention precast hollow shear wall and topping will wrap up sleeper and two shear walls need connect tightly.

Described precast hollow shear wall all arranges Shear-wall Connecting Beam Used at door opening and window hole upside, at the downside of window hole, additional dark beam is set, and additional dark beam arranges after the precast hollow shear wall adds the concrete sprue.

The beam of described precast hollow shear wall is connected the mode that adopts hard frame formwork with the laminted joint of precast stair, precast stair, prefabricated hollow floor get rid of muscle at congruent region anchoring concreting.

The transverse and longitudinal steel bar stress of described precast hollow shear wall all adopts high-strength special steel.The insulation layer 5 of described precast hollow shear wall is outer is the topping 3 of the thick employing pea gravel concreten of 40mm-50mm or foam cement, the built-in steel fabric sheet 1 of described topping 3, and be connected with shear force wall reinforcing steel bar 2 by oblique cutting muscle 4.Strength grade of concrete should not be lower than C40.Sleeper and dark beam main tendon adopt high-strength special steel, the continuous helical stirrup that stirrup should adopt high-strength special steel to make.

In this manual, each embodiment adopts the mode of going forward one by one to describe, and what each embodiment stressed is and the difference of other embodiment that between each embodiment, identical similar part is mutually referring to getting final product.

To the above-mentioned explanation of the disclosed embodiments, make this area professional and technical personnel can realize or use the utility model.Multiple modification to these embodiment will be apparent concerning those skilled in the art, and General Principle as defined herein can be in the situation that do not break away from spirit or scope of the present utility model, realization in other embodiments.Therefore, the utility model will can not be restricted to these embodiment shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.

Claims (6)

1. the full assembled wallboard syndeton of shear wall, is characterized in that, comprising:
The precast hollow shear wall, vertical adjacent two precast hollow shear walls of arranging adopt grout sleeve (7) to connect, the vertical muscle (21) of shear wall that is positioned at the precast hollow shear wall of bottom stretches into the grout sleeve (7) of superposed precast hollow shear wall, reserves the grouting seam (71) of 10-20mm between two precast hollow shear walls arranging up and down;
Prefabricated hollow floor (10), be connected by hard frame formwork (13) with described precast hollow shear wall, described prefabricated hollow floor (10) is overlapped on the plate end of described hard frame formwork (13), lap length is 3-5cm, ring beam reinforcing steel bar (12) is set between described prefabricated hollow floor (10) and described precast hollow shear wall and completes that described prefabricated hollow floor (10) is U-shaped gets rid of muscle or the overlap joint of muscle is got rid of in the side, and locate concreting in the cast-in-place zone of node (11).
2. the full assembled wallboard syndeton of shear wall as claimed in claim 1, it is characterized in that, described precast hollow shear wall in its corner, being connected on the corner of T-shaped and end, T-shaped position and end arrange cast-in-place sleeper (14), and the horizontal bar of described precast hollow shear wall gets rid of muscle (15) and stretches into described cast-in-place sleeper (14) anchoring.
3. the full assembled wallboard syndeton of shear wall as claimed in claim 1, is characterized in that, described precast hollow shear wall all arranges Shear-wall Connecting Beam Used at door opening and window hole upside, at the downside of window hole, additional dark beam is set.
4. the full assembled wallboard syndeton of shear wall as claimed in claim 1, is characterized in that, the beam of described precast hollow shear wall is connected the mode that adopts hard frame formwork with the laminted joint of precast stair.
5. as the full assembled wallboard syndeton of the described shear wall of claim 1-4 any one, it is characterized in that, the transverse and longitudinal steel bar stress of described precast hollow shear wall all adopts high-strength special steel, the sleeper of described precast hollow shear wall and dark beam main tendon adopt high-strength special steel, the continuous helical stirrup that the stirrup of described precast hollow shear wall adopts high-strength special steel to make.
6. the full assembled wallboard syndeton of shear wall as claimed in claim 5; it is characterized in that; the insulation layer of described precast hollow shear wall (5) is outer is the topping (3) of the thick employing pea gravel concreten of 40mm-50mm or foam cement; the built-in steel fabric sheet of described topping (3) (1), and be connected with shear force wall reinforcing steel bar (2) by oblique cutting muscle (4).
CN 201220662808 2012-11-11 2012-11-11 Shear wall full assembling wallboard connecting structure CN202990160U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220662808 CN202990160U (en) 2012-11-11 2012-11-11 Shear wall full assembling wallboard connecting structure

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Application Number Priority Date Filing Date Title
CN 201220662808 CN202990160U (en) 2012-11-11 2012-11-11 Shear wall full assembling wallboard connecting structure

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979217A (en) * 2012-11-11 2013-03-20 潘树宾 Full assembly wallboard connecting structure of shearing wall
CN103711238A (en) * 2013-12-28 2014-04-09 中国建筑第七工程局有限公司 Assembly-type concrete shear wall structure system buckled and anchored through ring ribs
CN108049522A (en) * 2018-01-25 2018-05-18 万保金 Prefabricated outer shear wall
CN110409699A (en) * 2019-07-05 2019-11-05 绍兴华放新材料有限公司 A kind of prefabricated assembled light thermal-insulation noise reduction wallboard and preparation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979217A (en) * 2012-11-11 2013-03-20 潘树宾 Full assembly wallboard connecting structure of shearing wall
CN103711238A (en) * 2013-12-28 2014-04-09 中国建筑第七工程局有限公司 Assembly-type concrete shear wall structure system buckled and anchored through ring ribs
CN108049522A (en) * 2018-01-25 2018-05-18 万保金 Prefabricated outer shear wall
CN110409699A (en) * 2019-07-05 2019-11-05 绍兴华放新材料有限公司 A kind of prefabricated assembled light thermal-insulation noise reduction wallboard and preparation method thereof
CN110409699B (en) * 2019-07-05 2020-07-31 绍兴华放新材料有限公司 Prefabricated assembly type light heat-insulation noise-reduction wallboard and preparation method thereof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20150521

Address after: 074000 No. 66 Dongfang Road, Hebei, Gaobeidian

Patentee after: Hebei Hechuang Building Energy-Saving Technology Co., Ltd.

Address before: 602, room 1, unit 9, sunshine District 56, Wuyi Road South, 074000, Hebei, Gaobeidian

Patentee before: Pan Shubin

Patentee before: Hu Yanxiang

C41 Transfer of patent application or patent right or utility model
ASS Succession or assignment of patent right

Owner name: HEBEI HECHUANG CONSTRUCTION ENERGY-SAVING TECHNOLO

Free format text: FORMER OWNER: PAN SHUBIN

Effective date: 20150521

Free format text: FORMER OWNER: HU YANXIANG

Effective date: 20150521

LICC Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model
EE01 Entry into force of recordation of patent licensing contract

Assignee: Chengde green building materials Co., Ltd.

Assignor: Hebei Hechuang Building Energy-Saving Technology Co., Ltd.

Contract record no.: 2016990000052

Denomination of utility model: Full assembly wallboard connecting structure of shearing wall

Granted publication date: 20130612

License type: Common License

Record date: 20160225