CN206267358U - A kind of built-in girder steel shear wall - Google Patents
A kind of built-in girder steel shear wall Download PDFInfo
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- CN206267358U CN206267358U CN201621172659.6U CN201621172659U CN206267358U CN 206267358 U CN206267358 U CN 206267358U CN 201621172659 U CN201621172659 U CN 201621172659U CN 206267358 U CN206267358 U CN 206267358U
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Abstract
The utility model is related to a kind of built-in girder steel shear wall, it is applied to assembled-type house building field, it includes precast reinforced concrete shear wall wall, the wall includes concrete, girder steel, pre-buried wall connecting plate and reinforcing bar, the prefabricated upper end in wall of the girder steel, pre-buried wall connecting plate is embedded in bottom in wall, reinforcing bar is prefabricated inside girder steel shear wall and to stretch out wall, the built-in girder steel, pre-buried wall connecting plate and structure reinforcing bars stretch out the end face of wall in wall both sides and lower end, the utility model simple structure, it is novel in design, practical value is high, integration engineering low cost, it is suitable to factorial praluction, assembling is safe and efficient, shock resistance and fire protecting performance are high, open the new direction of assembled architecture industry development, there is the necessity widelyd popularize.
Description
Technical field
The utility model is related to steel shear structure assembled-type house building field, specifically a kind of built-in girder steel shearing
Wall.
Background technology
Currently, assembled architecture mainly has steel reinforced concrete assembling and the major class of steel construction assembled two, concrete assembling
Formula is in wallboard installs assembling process, it is necessary to could in place be fixed wallboard by substantial amounts of support and Holder Fasteners, operation is numerous
Miscellaneous, long in time limit, manpower financial capacity's consumption is big and there is potential safety hazard；The structure construction and mounting means of steel construction assembled architecture are equal
It is not all roses：Wall, beam are separated, take the interior space, influence it is attractive in appearance, do that fire resistant coating is expensive, wall suspension member species is various, system
Make installation difficulty and cost is high.
Utility model content
The utility model technical issues that need to address are to provide a kind of built-in girder steel shear wall, shear wall structure letter
Single, comprehensive cost low, is easy to factorial praluction, work progress to eliminate support and Holder Fasteners, eliminate potential safety hazard.
In order to solve the above technical problems, the technical scheme that the utility model is used is：
The utility model includes wall, and girder steel, pre-buried wall connecting plate and reinforcing bar are provided with the wall, and the girder steel sets
The upper end in wall is put, pre-buried wall connecting plate is arranged on the bottom of wall, and the girder steel, pre-buried wall connecting plate and reinforcing bar are equal
Stretch out the end face of wall.
Further, the girder steel is H profile steel or I-steel, and the girder steel includes top flange plate, bottom wing listrium and web,
The space that the top flange plate, bottom wing listrium and web are surrounded is the belly of girder steel.
Further, the reinforcing bar include some transverse steels and some longitudinal reinforcements, if some transverse steels and
Dry longitudinal reinforcement is fixedly connected into double-layer double-direction reinforced mesh, and the double-layer double-direction reinforced mesh connects reinforcing bar by reinforcing bar hooked bar
Skeleton.
Further, weldering nail, the girder steel lower flange are equipped with the top flange plate of the girder steel, bottom wing listrium and web
Weldering nail on plate is fixedly connected with the structure reinforcing bars inside wall.
Further, the upper end of the longitudinal reinforcement is bent into p-type hoop, and the p-type hoop is arranged on belly and the weldering of girder steel
Nail is fixedly connected, and is fixedly connected with the web of girder steel by welding nail.
Further, wall or so end is stretched out for host node in two terminations of the girder steel.
Further, the pre-buried wall connecting plate stretches out the left and right end face of wall.
By adopting the above-described technical solution, the beneficial effect that the utility model is obtained is：
Built-in girder steel shear wall of the present utility model is by girder steel, weldering nail, transverse steel, longitudinal reinforcement, pre-buried wall connecting
Plate and concrete prefabricated it is integrally formed shear wall slab and outward appearance seamless any surface finish.Because shear wall employs built-in girder steel
The make being connected with structure reinforcing bars, greatly enhances the structural strength of shear wall, improves the antidetonation energy of building
Power and fire protecting performance, shear wall slab install it is in place, adopt and be bolted connection, make assembling construct to realize safely, quickly, save
The application of support and Holder Fasteners, is eliminated because the potential safety hazard brought using support and Holder Fasteners.This practicality is new
Type simple structure, modern design, practical value are high, integration engineering low cost, are suitable for factorial praluction manufacture, open up assembled
The new approaches of building trade development, are that society brings huge economic benefit and social benefit, there is the necessity widelyd popularize.
The girder steel is I-steel or H profile steel, and nail, top flange are welded with its top flange plate, bottom wing listrium and web
On plate weld weldering nail with flooring, the downwardly extending reinforcing bar colligation of upper strata shear wall to together with, on bottom wing listrium welding weldering nail and wall
The bar connecting in internal portion, girder steel host node stretches out wall or so two ends, used as the host node being fixedly connected with steel column.Shear wall
Built-in whole girder steel and stretch out the host node of wall and be connected with steel column, built-in steel-frame structure is formed after connection, enhance list
The structural strength of body shear wall and monolithic architecture, improves the shock resistance and fire protecting performance of building.
In assembling installation process, after wall lifting is in place, using the bolt host node on wall, pre-buried connecting plate and steel column
After upper corresponding host node, auxiliary node are fixedly connected, the built-in steel-frame structure that steel column is combined with girder steel shear wall is formd,
And with structural strength higher, therefore required support and Holder Fasteners in traditional installations are eliminated, installation was both
It is safe and in place quick, numerous and diverse operational procedure and unnecessary consumption of manpower and materials is eliminated, eliminate potential safety hazard, lifting
Efficiency of construction.
The girder steel, transverse steel and longitudinal reinforcement precast concrete in reinforced concrete shear wall wall, horizontal steel
Muscle, longitudinal reinforcement are fixedly connected with girder steel by colligation, and the longitudinal reinforcement upper end has bent p-type hoop, and the p-type hoop is located at steel
The belly of beam is connected with weldering nail colligation, is fixedly connected with the web of girder steel by welding nail.The longitudinal reinforcement and transverse steel are tied up
It is bundled into double-layer double-direction reinforced mesh, is poured after reinforcing bar hooked bar colligation connection makes double-layer double-direction reinforced mesh connect into framework of steel reinforcement
Note inside built-in girder steel shear wall, the utility model has had the advantage of reinforced concrete shear wall concurrently, expansion strengthens structure
Performance and use scope.
Brief description of the drawings
Fig. 1 is front sectional view of the present utility model；
Fig. 2 is right side view of the present utility model.
Wherein, 1, girder steel；2nd, wall；3rd, host node；4th, pre-buried wall connecting plate；5th, transverse steel；6th, weldering nail；7th, longitudinal direction
Reinforcing bar.
Specific embodiment
The utility model is described in further details with reference to embodiment：
A kind of built-in girder steel shear wall, as shown in Fig. 1 and Fig. 2, it includes being provided with steel in wall 2, the wall 2 structure
Beam 1, pre-buried wall connecting plate 4 and reinforcing bar, the end of the girder steel 1, pre-buried wall connecting plate 4 and the protruding wall 2 of reinforcing bar
Face.
The reinforcing bar includes some transverse steels 5 and some longitudinal reinforcements 7, some transverse steels 5 and some longitudinal directions
The colligation of reinforcing bar 7 is fixedly connected into double-layer double-direction reinforced mesh, and the double-layer double-direction reinforced mesh is connected by reinforcing bar hooked bar.Described
The upper end of longitudinal reinforcement 7 is bent into p-type hoop, and the belly that the p-type hoop is located at girder steel 1 is connected with weldering 6 colligations of nail, by welding nail 6
Web with girder steel 1 is fixedly connected.
The girder steel 1 is H profile steel or I-steel, and weldering is equipped with the web of the girder steel 1, top flange plate and bottom wing listrium
Nail 6, the weldering nail 6 on the bottom wing listrium of the girder steel 1 is fixedly connected with the structure reinforcing bars in wall 2.
Girder steel 1 is arranged on the upper end of girder steel shear wall, pre-buried wall connecting plate 4 is arranged on the bottom of girder steel shear wall,
Pre-buried wall connecting plate 4 is made up of steel plate.The upper end of longitudinal reinforcement 7 is bent into p-type hoop, and the p-type hoop of longitudinal reinforcement 7 is located at
The belly of girder steel 1 is connected with weldering 6 colligations of nail, is fixedly connected with the web of girder steel 1 by welding nail 6.The horizontal stroke that colligation is connected together
Stretch out the both sides of wall 2, indulge in the termination of the inside and transverse steel 5 that are arranged on girder steel shear wall 2 to reinforcing bar 5 and longitudinal reinforcement 7
The lower end of wall 2 is stretched out to reinforcing bar 7.After reinforcement fabrication is finished and connected together with girder steel colligation, carry out formwork and coagulation
Soil is poured into a mould, is allowed to solidify integral built-in girder steel shear wall module.
In assembling process, after the completion of steel column lifting, the built-in girder steel shear wall, the host node 3 of wall 2 and pre-buried wall are lifted
The built-in steel column that body connecting plate 4 is poured in section node with after is connected with, and the exposed steel bar 5 of wall 2 pours the steel in section node with after
Muscle colligation is connected, when the assembling of 2 exposed steel bar of wall 7 is arranged on ground floor, in insertion concrete foundation grade beam, assembling be arranged on the
Two layers and it is connected with lower floor's shear wall and cast-in-place walls during the above, in insertion reinforcing bar slip casting sleeve.
After built-in girder steel shear wall is installed in place, a cast-in-place walls distance is maked somebody a mere figurehead out in lower end with flooring, exposes wall 2
Longitudinal reinforcement 7 and cast-in-place walls reinforcing bar and the upper surface of girder steel 1 weldering nail 6 be connected, increased built-in girder steel shear wall interlayer node
Connection area, overcome the connection of built-in girder steel shear wall interlayer, depend merely on built-in girder steel shear wall side node second pouring and connect
Junction accumulates small structure problem.
Finally it should be noted that：Above example is only used to illustrate the technical solution of the utility model, rather than its limitations；
Although being described in detail to the utility model with reference to the foregoing embodiments, it will be understood by those within the art that：
It can still be modified to the technical scheme described in previous embodiment, or which part technical characteristic is equal to
Replace；And these modifications or replacement, the essence of appropriate technical solution is departed from the utility model embodiment technical scheme
Spirit and scope.
Claims (5)
1. a kind of built-in girder steel shear wall, it is characterised in that：Including wall（2）, the wall（2）Inside it is provided with girder steel（1）, it is pre-buried
Wall connecting plate（4）And reinforcing bar, the girder steel（1）It is arranged on wall（2）Interior upper end, pre-buried wall connecting plate（4）It is arranged on wall
Body（2）Bottom, the girder steel（1）, pre-buried wall connecting plate（4）Wall is stretched out with reinforcing bar（2）End face, the girder steel
（1）Two terminations stretch out wall（2）Left and right end be host node（3）, the host node（3）Fixed with steel column host node
Connection, the pre-buried wall connecting plate（4）Stretch out wall（2）End face be fixedly connected with steel column auxiliary node.
2. a kind of built-in girder steel shear wall according to claim 1, it is characterised in that：The girder steel（1）It is H profile steel or work
Word steel, the girder steel（1）Including top flange plate, bottom wing listrium and web, what the top flange plate, bottom wing listrium and web were surrounded
Space is referred to as girder steel（1）Belly.
3. a kind of built-in girder steel shear wall according to claim 1, it is characterised in that：The reinforcing bar includes some horizontal steel
Muscle（5）With some longitudinal reinforcements（7）, some transverse steels（5）With some longitudinal reinforcements（7）It is fixedly connected into double-layer double-direction
Reinforced mesh, the double-layer double-direction reinforced mesh connects to form framework of steel reinforcement by reinforcing bar hooked bar.
4. a kind of built-in girder steel shear wall according to claim 2, it is characterised in that：The girder steel（1）Top flange plate,
Weldering nail is equipped with bottom wing listrium and web（6）, the girder steel（1）Weldering nail on bottom wing listrium（6）With wall（2）Internal knot
Structure reinforcing bar is fixedly connected.
5. a kind of built-in girder steel shear wall according to claim 2, it is characterised in that：The longitudinal reinforcement（7）Upper end
P-type hoop is bent into, the p-type hoop is arranged on girder steel（1）Belly with weldering follow closely（6）Connection, is followed closely by welding（6）With girder steel（1）'s
Web is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172659.6U CN206267358U (en) | 2016-10-26 | 2016-10-26 | A kind of built-in girder steel shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172659.6U CN206267358U (en) | 2016-10-26 | 2016-10-26 | A kind of built-in girder steel shear wall |
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| Publication Number | Publication Date |
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| CN206267358U true CN206267358U (en) | 2017-06-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621172659.6U Active CN206267358U (en) | 2016-10-26 | 2016-10-26 | A kind of built-in girder steel shear wall |
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| CN (1) | CN206267358U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313532A (en) * | 2017-08-23 | 2017-11-03 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled heat insulation concrete walls structural connection and connection structure and method |
| CN107338862A (en) * | 2017-09-03 | 2017-11-10 | 哈尔滨鸿盛房屋节能体系研发中心 | Concrete-filled steel tubular frame structure non-dismantling formwork fills wall and steel pipe anchor connector |
-
2016
- 2016-10-26 CN CN201621172659.6U patent/CN206267358U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313532A (en) * | 2017-08-23 | 2017-11-03 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled heat insulation concrete walls structural connection and connection structure and method |
| CN107338862A (en) * | 2017-09-03 | 2017-11-10 | 哈尔滨鸿盛房屋节能体系研发中心 | Concrete-filled steel tubular frame structure non-dismantling formwork fills wall and steel pipe anchor connector |
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