CN206220298U - Built-in steel column in section is poured after a kind of steel shear structure - Google Patents
Built-in steel column in section is poured after a kind of steel shear structure Download PDFInfo
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- CN206220298U CN206220298U CN201621171358.1U CN201621171358U CN206220298U CN 206220298 U CN206220298 U CN 206220298U CN 201621171358 U CN201621171358 U CN 201621171358U CN 206220298 U CN206220298 U CN 206220298U
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Abstract
The utility model discloses pouring built-in steel column in section after a kind of steel shear structure, including hollow cylinder, the cylinder is provided with girder node, post wall node and cast passage, the girder node is arranged on cylinder, designed elevation and shear wall steel beam joint opposite position, the post wall node is located at the cylinder position corresponding with the wall column node of shear wall, the cast passage inside and outside insertion from top to bottom is arranged on cylinder, the pouring procedure passes through delivery pipe using depositing funnel, cast passage is poured in section node after concrete is poured into, vibrated in cast, section node is poured after making and condenses into the overall metope of flush with shear wall, the built-in steel column of the utility model is connected with shear wall exposed steel bar, after being integrated cylinder and reinforced concrete shear wall condensation, strengthen the shock strength of monolithic architecture thing.There is simple structure, in place accurate and can lift assembling speed reduction integrated cost, it is adaptable to multilayer assembled-type house building system.
Description
Technical field
The utility model is related to a kind of structural member of assembled-type house building field, after specifically a kind of steel shear structure
Pour built-in steel column in section.
Background technology
Currently, assembled architecture mainly has two major classes：Reinforced concrete shear wall assembled and steel construction hanging plate assembled,
Wherein steel reinforced concrete assembling wallboard assembling work progress in, it is necessary to by it is substantial amounts of support and Holder Fasteners could be wall
Plate is in place and initial fixed, and operation is numerous and diverse, directly influence assembling construction speed and artificial, machinery, auxiliary material amortization is more, deposit
In potential safety hazard；Steel construction hanging plate assembled architecture, its structure type and installation are not all roses, and wall, beam are separated, and take indoor
Space, influence it is attractive in appearance, do that fire-fighting coating is expensive, suspension member species is various, manufacturing and installation difficulty, and cost is high.
With social progress, people will to the external aesthetic measure of living conditions, construction quality, construction speed and building
Requirement higher can be proposed.
Utility model content
The utility model technical issues that need to address are to provide a kind of industrialization, standardize, implement easy, manufacture letter
Built-in steel column in section is poured after single, raising quality, saving auxiliary material, the steel shear structure of reduction integrated cost.
In order to solve the above technical problems, the technical scheme that the utility model is used is：
Built-in steel column in section, including hollow cylinder are poured after a kind of steel shear structure, the cylinder is provided with girder node, post
Wall node and cast passage, the girder node are arranged on the upper end of cylinder, and the post wall node is located at the lower end of cylinder, described
Cast passage inside and outside insertion from top to bottom is arranged on cylinder.
Further, it is additionally provided with connection reinforcing bar on the cylinder.
Further, the girder node includes upper node flange plate, node web, lower node flange plate and stiffener,
The node web is web with holes.
Further, the upper node flange plate of the girder node is provided with cast passage.
Further, the girder node is vertically arranged up and down with post wall node.
Further, the cylinder is made up of section bar, reinforcing bar or sheet fabrication.
The utility model also provides the pouring procedure that built-in steel column in section is poured after a kind of steel shear structure, comprises the following steps：
Concrete depositing funnel is erected, respectively in the cast passage set in delivery pipe and vibrating head insertion cylinder, then by delivery pipe
The other end be connected with the outlet of depositing funnel；Depositing funnel opens vibration while cast to cast passage by delivery pipe
Rod, pours in section node through pouring into a mould after be poured into for concrete by passage.
By adopting the above-described technical solution, the beneficial effect that the utility model is obtained is：
The utility model provides a kind of simple structure, is easy to factorial praluction, and simple and easy to apply, high-quality reality is installed in assembling
With, comprehensive cost low.The utility model is used for assembled-type house building system, has concrete shear force wall assembled and steel construction concurrently
The fabricated advantage of hanging plate, makes two kinds of methods of construction be combined as a whole, and eliminate existing precast concrete shear wall assembled
The deficiency of presence.Cylinder of the present utility model plays a part of positioning, fixed girder steel shear wall in the assembling installation stage, pours
Section interior energy enhancing is poured after noting and structural strength, anti-seismic performance and fire resistance property is improved.
The utility model is provided with girder node, post wall node and connection reinforcing bar, the girder node, post wall section on cylinder
Point steel beam joint respectively with shear wall, wall column node are connected together by bolts assemblies, the connection steel of the cylinder welding
Muscle pours the inside of section node, overlap joint colligation and is connected after entering jointly when shear wall slab is in place with shear wall exposed steel bar, entirely
Portion is cast in after shear wall body the inside for pouring section node, after pour section node and solidify the metope to form surfacing with shear wall,
Outward appearance is concordantly bright and clean.
The cylinder that the utility model is set can be made up of section bar, reinforcing bar or sheet fabrication, the cylinder and girder node
Flange plate on be equipped with cast passage.The width that the width of shear wall pours section node with after is identical, when girder steel shear wall node
After being connected with the girder node being welded on cylinder, it is suitable for reading to pour section node after having covered, and coagulation is poured into a mould in order to pour backward in section node
Soil and be provided with cast passage, through pour into a mould passage concrete is poured into after pour in section node, coagulation in section node is poured after realization
Cast, the vibration compacting of soil.
It is fixedly connected with bolt using girder node, post wall node steel beam joint corresponding with shear wall, wall column node,
Shear wall slab is vacantly gone out a cast-in-place walls distance after connection, shear wall exposed steel bar is inserted and solidifying with cast-in-place walls reinforcing bar
It is solidly connected, increased the bonding strength and connection area between levels shear wall, overcomes interlaminar shear wall connection area small
Structure problem；Assembling is constructed and realize construction safety, quick in place, eliminate shear wall and the support for needing in place and branch are installed
Support annex, reduces assembling working procedure and greatly reduces artificial, auxiliary material, machinery and amortize high scarce of many, construction costs
Fall into, eliminate potential safety hazard.
Brief description of the drawings
Fig. 1 is casting process structural representation of the present utility model；
Fig. 2 is structural representation of the present utility model；
Fig. 3 is the main structure diagram of the utility model girder node；
Fig. 4 is the overlooking the structure diagram of the utility model girder node.
Wherein, 1, cylinder；2nd, shear wall；3rd, passage is poured into a mould；4th, depositing funnel；5th, delivery pipe；6th, vibrating head；7th, section is poured after
Node；8th, girder node；9th, post wall node；10th, reinforcing bar is connected；11st, shear wall exposed steel bar；12nd, steel beam joint；13rd, wall column
Node；14th, upper node flange plate；15th, web；16th, lower node flange plate.
Specific embodiment
The utility model is described in further details with reference to embodiment：
Built-in steel column, structure in section are poured after a kind of steel shear structure as shown in Fig. 2 including hollow cylinder 1, the cylinder 1
Girder node 8, post wall node 9, connection reinforcing bar 10 and cast passage 3 are provided with, the girder node 8 is arranged on and steel beam joint
On the cylinder 1 of 12 opposite positions, the post wall node 9 is located on the cylinder 1 with the opposite position of wall column node 13, the company
Connect reinforcing bar 10 to be arranged on from top to bottom on cylinder 1, the cast inside and outside insertion from top to bottom of passage 3 is arranged on cylinder 1.
The cylinder 1 is made up of section bar, reinforcing bar or sheet fabrication, and cylinder 1 can be tubing, or H steel, channel-section steel,
The various section bars such as band iron, reinforcing bar, angle steel, need the perforate on tube wall to make pouring for cast concrete when cylinder 1 is tubing
Note passage 3.
As shown in Figure 3 and Figure 4, the girder node 8 is connected by upper node flange plate 14, lower node flange plate 16, strap bolt
The node web 15 and stiffener for connecing hole are welded in girder node 8 are collectively formed on cylinder 1, on the upper node edge of a wing of girder node 8
The cast passage 3 for pouring into a mould concrete also is provided with plate 14, post wall node 9 tailored by steel plate, punch after be welded in system on cylinder 1
Into post wall node 9, girder node 8 is arranged on cylinder 1 with post wall node 9, vertical up and down.
The node web of the cylinder 1 and steel beam web plate bolt connection, the node flange plate of the cylinder 1 are welded with steel beam flange plate
Connect, girder node 8, the post wall node 9 of the cylinder 1 respectively with the wall column node 13 of the steel beam joint 12, shear wall of shear wall 2
Bolt is fixedly connected, and the connection reinforcing bar 10 welded on cylinder 1 is poured in section node 7 after jointly with the exposed steel bar of shear wall 2
Portion's overlap joint colligation connection.After all of connection is completed, start to pour a section template after installing, shearing is cast in by pouring into a mould passage 3
The inside of section node 7 is poured after wall, after pour section node 7 and shear wall 2 and solidify the overall metope for forming flush, its structure jail
Gu, outward appearance is beautiful.
As shown in figure 1, pouring the pouring procedure of built-in steel column in section after a kind of steel shear structure, comprise the following steps：Erect mixed
Solidifying soil depositing funnel 4, inserts one end of delivery pipe 5 and vibrating head 6 in the cast passage 3 set on cylinder 1 respectively, then will be defeated
The other end of pipe 5 is sent to be connected with the outlet of depositing funnel 4；Depositing funnel 4 pours into a mould concrete by delivery pipe 5 to cast passage 3
While open vibrating head 6, through pour into a mould passage 3 concrete is poured into after pour in section node 7.
Above-described cast flow, opens vibrating head 6, when vibrating head 6 vibrates, the concrete in depositing funnel 4
Pour the inside of section node 7 after delivery pipe 5 is poured into a mould and entered, by vibrating, poured by after section node 7 pour into a mould it is closely knit.
Because the width that the width of shear wall 2 pours section node 7 with after is identical, when the steel beam joint 12 of shear wall 2 be welded in
After girder node 8 on cylinder 1 is connected, the suitable for reading of section node 7 is poured after having covered, be to pour poured into a mould in section node 7 and vibrate backward
Concrete and be provided with cast passage 3.
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 (6)
1. built-in steel column in section is poured after a kind of steel shear structure, it is characterised in that：Including hollow cylinder（1）, the cylinder（1）On
It is provided with girder node（8）, post wall node（9）With cast passage（3）, the girder node（8）It is arranged on cylinder（1）Upper end,
The post wall node（9）It is located at cylinder（1）Lower end, the cast passage（3）Inside and outside insertion from top to bottom is arranged on cylinder（1）
On.
2. built-in steel column in section is poured after a kind of steel shear structure according to claim 1, it is characterised in that：The cylinder（1）
On be additionally provided with connection reinforcing bar（10）.
3. built-in steel column in section is poured after a kind of steel shear structure according to claim 1, it is characterised in that：The girder node
（8）Including upper node flange plate（14）, node web（15）, lower node flange plate（16）And stiffener, the node web
（15）It is web with holes.
4. built-in steel column in section is poured after a kind of steel shear structure according to claim 3, it is characterised in that：The girder node
（8）Upper node flange plate（14）It is provided with cast passage（3）.
5. built-in steel column in section is poured after a kind of steel shear structure according to claim 1, it is characterised in that：The girder node
（8）With post wall node（9）It is vertically arranged up and down.
6. according to pouring built-in steel column in section after any described steel shear structures of claim 1-5, it is characterised in that：The cylinder
（1）By section bar, reinforcing bar or sheet fabrication are made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621171358.1U CN206220298U (en) | 2016-10-26 | 2016-10-26 | Built-in steel column in section is poured after a kind of steel shear structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621171358.1U CN206220298U (en) | 2016-10-26 | 2016-10-26 | Built-in steel column in section is poured after a kind of steel shear structure |
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| CN206220298U true CN206220298U (en) | 2017-06-06 |
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| CN201621171358.1U Active CN206220298U (en) | 2016-10-26 | 2016-10-26 | Built-in steel column in section is poured after a kind of steel shear structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436973A (en) * | 2016-10-26 | 2017-02-22 | 曲周县和盛新型建筑材料有限公司 | Built-in steel column in steel shear structure post-pouring section and pouring method thereof |
-
2016
- 2016-10-26 CN CN201621171358.1U patent/CN206220298U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436973A (en) * | 2016-10-26 | 2017-02-22 | 曲周县和盛新型建筑材料有限公司 | Built-in steel column in steel shear structure post-pouring section and pouring method thereof |
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