CN206144031U - Assembled reinforced concrete constructional column and utilize system of this post - Google Patents
Assembled reinforced concrete constructional column and utilize system of this post Download PDFInfo
- Publication number
- CN206144031U CN206144031U CN201621088343.9U CN201621088343U CN206144031U CN 206144031 U CN206144031 U CN 206144031U CN 201621088343 U CN201621088343 U CN 201621088343U CN 206144031 U CN206144031 U CN 206144031U
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- reinforced concrete
- band iron
- cylinder
- wall
- constructional column
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Abstract
The utility model provides an assembled reinforced concrete constructional column, includes the cylinder, cylinder and wall connection's edge for the indenting structure, and the configuration band iron replaces the drawknot muscle in the cylinder, realize with being connected of wall body, pipe strap or reinforcing bar have been buried underground to the both ends position of cylinder, pipe strap or reinforcing bar and steel sheet weld in an organic whole, steel sheet and upstairs or downstairs cover that follow closely or expansion bolts is connected through penetrating, the utility model discloses the system of utilizing assembled reinforced concrete constructional column is still provided, include: this assembled reinforced concrete constructional column, the band iron is fixed in assembled reinforced concrete constructional column through the iron nail, the wall body, the building block at edge is inlayed in the indenting structure, and is fixed through penetrating nail or expansion bolts with the band iron, and, the upstairs or downstairs lid, the utility model discloses the construction side method of system is still provided, the utility model discloses assembled reinforced concrete constructional column is rational in infrastructure, can guarantee the complete operation of doing, can guarantee its performance effectively again, can closely be connected with the brickwork, obviously improves the wholeness ability of wall body.
Description
Technical field
The utility model belongs to technical field of buildings, and more particularly to a kind of assembled steel reinforced concrete-constituted pile and utilization should
The system of post.
Background technology
For a long time, the making of reinforced concrete structural column has been used up traditional mode, i.e., in house wall specified part
Position, by constructional reinforcement, and the concrete column as made by the sequence of construction of placing concrete constructional column after first building a wall, while passing through
The elongated steel ties of 6.5mm (8 degree and above Anti-Seismic Region) to be connected with masonry.Therefore there is conventional construction post cost relatively
Height, wet construction is long in time limit, high to construction technology and equipment requirement, and raw material quality does not pass a test, the aspect such as scene is unclean
Deficiency.
The reinforced concrete structural column wet construction for being particularly due to conventional method causes scene unclean so that its product
The unnecessary expense of life.Can there is unavoidably hidden danger in site operation, if construction wrong, i.e., can cause casualties, also long
Widely unit in charge of construction and owner and various circles of society are of interest since phase.But, due to assembled steel reinforced concrete applying at this stage
Work technology and prematurity, at this stage more effective method is exactly tradition cast-in-situ steel reinforced concrete constructional column, this work of undoubtedly constructing
Sequence is complicated.In addition, it is proposed that " core column type constructional column " technology, it devises the constructional column of two kinds of new types, and the first is
Prefabricated constructional column technology, the masonry for having ledge and Aodong is overlapped, and forms cylinder, will stay square in the middle of various building blocks
Hole, building block overlap joint platen body periphery, middle landlord inserts prefabricated core column, forms cylinder；Second is core column type constructional column skill
Art first needs to build shaft using prefabricated section group according to part, treats that shaft is built by laying bricks or stones, after the completion of, put in the middle part hole of consistency from top to bottom
Steel reinforcement cage is put, casting concrete forms constructional column.Certain bearing capacity is which ensure that, but core column type constructional column and body of wall are logical
Cross horse tooth trough to connect together with tension rib, this part is traditional work, can also there is wet trade；Its constructional column is by prefabricated
Block group builds body, and its globality needs to be considered.
The content of the invention
In order to overcome the shortcoming of above-mentioned prior art, the purpose of this utility model is to provide a kind of assembled steel reinforced coagulation
Native constructional column and the system using the post, the post it is rational in infrastructure, both can guarantee that completely do operation, it is effective to ensure that again
Performance, can be closely attached, hence it is evident that improve overall performance with masonry.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of assembled steel reinforced concrete-constituted pile, including cylinder 1, are horse tooth trough at the edge of cylinder 1 and wall connecting
Construction, and the replacement tension rib of band iron 6 is configured in cylinder 1, the connection with body of wall is realized, the end positions of cylinder 1 are embedded with pipe clamp
Or reinforcing bar 2, pipe clamp or reinforcing bar 2 be welded in one with steel plate 8, and steel plate 8 is connected with upper and lower superstructure 4 by nailing or expansion bolt 3.
The assembled steel reinforced concrete-constituted pile is formed using armored concrete is prefabricated, and the indwelling width of horse tooth trough is block
Block 5 is plus band iron 6 and the thickness of common bond 9.
The specification of the band iron 6 is about wide 20mm × thickness 1.5mm, and along the high spacing of wall about 500mm band iron 6 is arranged, and band iron 6 is pressed
It is fixed with building block 5 or horse tooth trough with the iron nail 7 of two diameter about 50mm according to spacing about 200mm.
The thickness of the steel plate 8 is about 10mm, and the length of nailing 3 is about 25mm, and pipe clamp or reinforcing bar 2 set one away from plate end about 80mm
Only.
The utility model additionally provides the system using the assembled steel reinforced concrete-constituted pile, including：
The assembled steel reinforced concrete-constituted pile；
Body of wall, the building block 5 at the body of wall edge is embedded in described horse tooth trough construction, and with the band iron 6 nailing is passed through
Or expansion bolt 3 is fixed；
And,
Upper and lower superstructure 4, it is assembled steel reinforced with described with steel plate 8 by the nailing or expansion bolt 3, pipe clamp or reinforcing bar 2
Concrete-constituted pile connects.
The utility model additionally provides the construction method of the system, comprises the steps：
Step 1, according to the size of the building block 5 of composition body of wall, be prefabricated in the factory the assembled steel reinforced concrete-constituted pile；
Step 2, during horse tooth trough construction is inserted after building block 5 is bondd；
Step 3, by band iron 6 according to spacing about the 200mm iron nail 7 or nailing 3 of two diameter about 50mm and building block 5 or post
The horse tooth trough construction of body 1 is fixed；
Step 4, cylinder 1 is connected on upper and lower superstructure 4 by nailing or expansion bolt 3 by the steel plate 8 of perforate.
In the step 1, first prepare the cylinder 1 of reinforced concrete structure, during imbed pipe clamp or reinforcing bar 2, and will pipe
Card or reinforcing bar 2 are welded on the steel plate 8 of perforate.
Compared with prior art, the beneficial effects of the utility model are：
1. dry construction can be completely carried out, make the scope of operation cleaner and tidier, construction safety problem can be prevented effectively from.
2. it is less demanding in construction technology without formwork during Constructional Col-umn Construction, only the bricklayer's of masonry need to be carried out simply
Illustrate the construction technology that it can be allowed to grasp prefabricated constructional column.
3., because prefabricated section is to be prefabricated in the factory, quality, match ratio etc. can be guaranteed, at the same in construction template construct and
The problem that installation quality is difficult to ensure that is resolved.
4. prefabricated section is adopted, it is possible to resolve the construction quality such as mould and voids and pits is run during concreting be difficult to ensure that etc. and ask
Topic, also saves the construction period, with preferable economy, can promote in the area for lacking qualified technical personnel.
5. 2mm has been reached using surface of wall flatness, removed plastering process from, efficiency of construction has been higher than other building walls
Material, economic benefits comparison is obvious.
Description of the drawings
Fig. 1 is the assembled steel reinforced concrete-constituted pile of the utility model and floor and building block connection diagram.
Fig. 2 is the connection close-up schematic view of the assembled steel reinforced concrete-constituted pile of the utility model and floor.
Fig. 3 is connected full-page proof schematic diagram with building block for insertion band iron.
Specific embodiment
Describe embodiment of the present utility model in detail with reference to the accompanying drawings and examples.
The utility model proposes assembled steel reinforced concrete-constituted pile as shown in Figure 1, Figure 2 and Figure 3, by armored concrete
It is prefabricated in the factory and forms, is arranged at structure assigned position.It is horse tooth trough at the edge of cylinder 1 and wall connecting including cylinder 1
Construction, and band iron 6 is configured in cylinder 1 substitute tension rib, realize and wall connecting, the end positions of cylinder 1 are embedded with pipe clamp
Or reinforcing bar 2, pipe clamp or reinforcing bar 2 be welded in one with steel plate 8, and steel plate 8 is connected with upper and lower superstructure 4 by nailing 3.
Wherein, whole assembled steel reinforced concrete-constituted pile is formed using armored concrete is prefabricated, and body of wall is by multiple building blocks 5
Composition, the indwelling width of horse tooth trough is thickness of the building block 5 plus common bond 9, and building block 5 is common building block, correspondingly, building block
Bonding adopts common bond between 5.Body of wall integral smoothness is set to reach 2mm, so as to remove plastering process from.
Band iron 6 is uiform section Q235 band irons, and specification is for about wide 20mm × thickness 1.5mm, arranges flat along the high spacing of wall about 500mm
Iron 6 (often build two skin masonries by laying bricks or stones, i.e., often build by laying bricks or stones two-layer building block arrange band iron), band iron 6 according to spacing about 200mm with two diameters about
Iron nail 7 and building block 5 or horse tooth trough for 50mm is fixed.Above-mentioned connection does not carry out wet trade just can be completed.
The thickness of steel plate 8 is about 10mm, and nailing or the length of expansion bolt 3 are 25mm, pipe clamp or reinforcing bar 2 from the edge of steel plate 8 away from
From about 80mm.
The main technical performance index of the utility model building block 5：The indices of building block experiment detection, it is necessary to meet steam pressure
The technical performance standard that lightweight sand aerated concrete block specifies；Cement, sand experiment detection, it is necessary to meet strength of cement grade
Stability standard, the density of sand should meet building sand regulation, and sand alkali, the time is swollen in the experiment age of regulation
Swollen rate should be less than 0.1%；The dimensional requirement of autoclaved lightweight sand aerated concrete block.
Additionally, the assembled steel reinforced concrete-constituted pile of the utility model can also be using general building block and binding agent sand
Slurry, in other words it is also applied for traditional work.
The construction procedure of the utility model system is：
Step 1, according to the size of the building block 5 of composition body of wall, the cylinder 1 of the reinforced concrete structure that is prefabricated in the factory, process
Middle embedment pipe clamp 2 (reinforcing bar), and pipe clamp or reinforcing bar 2 are welded on the steel plate 8 of perforate, obtain assembled steel reinforced concrete construction
Post.
Step 2, during horse tooth trough construction is inserted after building block 5 is bondd；
Step 3, the iron nail 7 or nailing 3 of 50mm and building block 5 are about by band iron 6 according to two diameters of 200mm are spaced about
Or the horse tooth trough construction of cylinder 1 is fixed；
Step 4, cylinder 1 is connected on upper and lower superstructure 4 by nailing 3 by the steel plate 8 of perforate.
In the step 1, pipe clamp or reinforcing bar 2 are first prepared, pipe clamp or reinforcing bar 2 are welded on steel plate 8 and form built-in fitting, in advance
In embedded part embedment cylinder 1；Building block 5 is inserted in horse tooth trough construction in step 2；Band iron 6 is fixed in step 3；By post in step 4
Body 1 is connected on upper and lower superstructure 4.
Claims (5)
1. a kind of assembled steel reinforced concrete-constituted pile, including cylinder (1), it is characterised in that in cylinder (1) and wall connecting
Edge is horse tooth trough construction, and configuration band iron (6) substitutes tension rib in cylinder (1), realizes the connection with body of wall, cylinder (1)
End positions are embedded with pipe clamp or reinforcing bar (2), and pipe clamp or reinforcing bar (2) are welded in one with steel plate (8), and steel plate (8) is gone downstairs with upper
Lid (4) is connected by nailing or expansion bolt (3).
2. assembled steel reinforced concrete-constituted pile according to claim 1, it is characterised in that the assembled steel reinforced concrete
Constructional column is formed using armored concrete is prefabricated, and the indwelling width of horse tooth trough is building block (5) plus band iron (6) and binding agent
(9) thickness.
3. assembled steel reinforced concrete-constituted pile according to claim 1, it is characterised in that the specification of the band iron (6) is
Wide 20mm × thickness 1.5mm, along high spacing 500mm of wall band iron (6) is arranged, and band iron (6) is that 200mm is a diameter of with two according to spacing
The iron nail (7) of 50mm is fixed with building block (5) or horse tooth trough.
4. assembled steel reinforced concrete-constituted pile according to claim 1, it is characterised in that steel plate (8) thickness is
10mm, nailing or expansion bolt (3) length is 25mm, and pipe clamp or reinforcing bar (2) set one away from plate end 80mm.
5. using the system of assembled steel reinforced concrete-constituted pile described in claim 1, it is characterised in that include：
The assembled steel reinforced concrete-constituted pile；
Body of wall, the body of wall is connected with the assembled steel reinforced concrete-constituted pile by the band iron (6), and body of wall edge
Building block (5) is embedded in the horse tooth trough construction, fixed by the nailing or expansion bolt (3) with the band iron (6)；
And,
Upper and lower superstructure (4), by the nailing or expansion bolt (3), pipe clamp or reinforcing bar (2) and steel plate (8) and the assembled
Reinforced concrete structural column connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621088343.9U CN206144031U (en) | 2016-09-28 | 2016-09-28 | Assembled reinforced concrete constructional column and utilize system of this post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621088343.9U CN206144031U (en) | 2016-09-28 | 2016-09-28 | Assembled reinforced concrete constructional column and utilize system of this post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206144031U true CN206144031U (en) | 2017-05-03 |
Family
ID=58620198
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621088343.9U Expired - Fee Related CN206144031U (en) | 2016-09-28 | 2016-09-28 | Assembled reinforced concrete constructional column and utilize system of this post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206144031U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284846A (en) * | 2016-09-28 | 2017-01-04 | 西安建筑科技大学 | A kind of assembled steel reinforced concrete-constituted pile and utilize the system of this post, construction method |
| CN108331198A (en) * | 2018-03-05 | 2018-07-27 | 西南科技大学 | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction |
| CN109723187A (en) * | 2019-01-07 | 2019-05-07 | 中国十七冶集团有限公司 | A kind of large area lightweight aggregate buttress installation method |
| CN110485634A (en) * | 2019-08-16 | 2019-11-22 | 广西建工集团第五建筑工程有限责任公司 | Constructional column top rebars pre-buried structure component and its method for constructional column top rebars installation |
| CN110552461A (en) * | 2019-08-20 | 2019-12-10 | 湖北正浩建设集团有限公司 | Prefabricated constructional column of masonry infilled wall and construction method thereof |
-
2016
- 2016-09-28 CN CN201621088343.9U patent/CN206144031U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284846A (en) * | 2016-09-28 | 2017-01-04 | 西安建筑科技大学 | A kind of assembled steel reinforced concrete-constituted pile and utilize the system of this post, construction method |
| CN108331198A (en) * | 2018-03-05 | 2018-07-27 | 西南科技大学 | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction |
| CN109723187A (en) * | 2019-01-07 | 2019-05-07 | 中国十七冶集团有限公司 | A kind of large area lightweight aggregate buttress installation method |
| CN110485634A (en) * | 2019-08-16 | 2019-11-22 | 广西建工集团第五建筑工程有限责任公司 | Constructional column top rebars pre-buried structure component and its method for constructional column top rebars installation |
| CN110552461A (en) * | 2019-08-20 | 2019-12-10 | 湖北正浩建设集团有限公司 | Prefabricated constructional column of masonry infilled wall and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170503 Termination date: 20190928 |