CN208870236U - At the top of a kind of constructional column with main structure attachment device - Google Patents
At the top of a kind of constructional column with main structure attachment device Download PDFInfo
- Publication number
- CN208870236U CN208870236U CN201821237591.4U CN201821237591U CN208870236U CN 208870236 U CN208870236 U CN 208870236U CN 201821237591 U CN201821237591 U CN 201821237591U CN 208870236 U CN208870236 U CN 208870236U
- Authority
- CN
- China
- Prior art keywords
- constructional column
- wall
- concrete
- column
- steel bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- 230000002787 reinforcement Effects 0.000 claims abstract description 18
- 238000005452 bending Methods 0.000 claims description 9
- 239000007787 solid Substances 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 3
- 238000010008 shearing Methods 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000005253 cladding Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to build connector field, especially a kind of constructional column top and main structure attachment device, including several intervals, the constructional column steel bar column in the space between two concrete walls is arranged in lopping, in the outside of each constructional column steel bar column, fixation binding is equipped with several constructional column steel reinforcement cages from top to bottom, company's wall firmware is respectively equipped with close to the two sides of concrete wall along it between two adjacent constructional column steel reinforcement cages, it further include a concrete-constituted pile main body, the concrete-constituted pile main body, which pours to form and pour with the concrete wall of its two sides, to be connected, its internal each constructional column steel bar column is coated setting by the concrete-constituted pile main body.It is reasonable in design, by the way that multi-faceted company's wall is arranged, reinforces, so as to guarantee that the effect for realizing good anti-shearing force can be connected between adjacent wall by constructional column, guarantees the fastness and shock resistance of wall.
Description
Technical field
The utility model relates to build connector field, especially a kind of constructional column top and main structure attachment device.
Background technique
For the anti-seismic performance for improving tier building masonry structure, code requirement appropriate site should be arranged in the masonry in house
Reinforced column is simultaneously connect with collar tie beam, the common stability for reinforcing building.This reinforced column is usually thus referred to as
Constructional column, constructional column are primarily not to undertake vertical load, but resist the lateral loads such as shearing, antidetonation, it is to prevent room
A kind of effective measures that room collapses.Existing building construction during mostly in a manner of cast-in-place based on, using existing construction
The connection structure for the construction wall adjacent with constructional column that column pours after being attached with building main reinforcement binding frame
It is unreasonable, shearing resistance dynamics is poor, anti seismic efficiency is poor, therefore how to improve improve bonding strength between constructional column and building body and
Antidetonation, shearing resistance dynamics are current construction industry problems to be solved.
Utility model content
The utility model one of to solve above-mentioned technical problem used by technical solution be: at the top of a kind of constructional column with it is main
Body structural couplings, including several intervals, the constructional column reinforcing bar in the space between two concrete walls is arranged in lopping
Column, in the outside of each constructional column steel bar column, fixation binding is equipped with several constructional column steel reinforcement cages from top to bottom, in two adjacent structures
It makes and is respectively equipped with company's wall firmware close to the two sides of concrete wall along it between column steel reinforcement cage, further include a concrete-constituted pile
Main body, the concrete-constituted pile main body, which pours to form and pour with the concrete wall of its two sides, to be connected, the concrete structure
Column main body is made by its internal each constructional column steel bar column cladding setting.
The top and bottom of each constructional column steel bar column to concrete wall curving and extend to concrete wall
It is poured in the foundation beam of upper and lower part connected.
The even wall firmware includes a three-dimensional reinforced frame, one end of the solid reinforced frame and the constructional column steel reinforcement cage phase
It is connected, the other end extends to constructional column in the side bit space of the concrete wall of corresponding side, and the solid reinforced frame is by more
Reinforcement welding forms, and the solid reinforced frame is coated in concrete-constituted pile main body.
It is connected between the adjacent bending section of each constructional column steel bar column by A font steelframe, the A font steelframe is coated on
In concrete-constituted pile main body.
It is equipped at intervals with several horizontally disposed wall drawknots from top to bottom on the frame in each constructional column steel bar column besieged city
Muscle, the both ends of each wall tie bar, which are respectively fixedly connected, to be arranged in wall.
Beneficial effect possessed by the utility model is, reasonable in design, by the way that multi-faceted company's wall is arranged, reinforces,
So as to guarantee that the effect for realizing good anti-shearing force can be connected between adjacent wall by constructional column, guarantee wall
Fastness and shock resistance, can guarantee the fastness connecting between constructional column and adjacent wall by three-dimensional reinforced frame,
The adjacent bending section of each constructional column steel bar column is cooperated to realize the foundation beam to wall upper and lower part by the way that A font steelframe is arranged
Connectivity robustness, entire constructional column and the wall of two sides are formed into a stronger overall structure of shearing resistance, additionally by more
A wall tie bar can preferably enhance the tightness of even wall, and multi-faceted cooperation is realized to integrally-built comprehensive function power.
Detailed description of the invention
Fig. 1 is the schematic diagram of internal structure of the utility model.
Fig. 2 be Fig. 1 A font steelframe to view structural schematic diagram.
In figure, 1, constructional column steel bar column；2, constructional column steel reinforcement cage；3, wall；4, concrete-constituted pile main body；5, base
Plinth beam；6, three-dimensional reinforced frame；7, side bit space；8, A font steelframe；9, wall tie bar.
Specific embodiment
In order to clarify the technical characteristics of the invention, below by specific embodiment, and its attached drawing is combined, to this reality
It is described in detail with novel.
As shown in figs. 1-2, it is arranged at the top of a kind of constructional column with main structure attachment device, including several interval lopping
The constructional column steel bar column 1 in space between two concrete walls 3, it is solid from top to bottom in the outside of each constructional column steel bar column 1
Fixed binding is equipped with several constructional column steel reinforcement cages 2, along it close to concrete wall 3 between two adjacent constructional column steel reinforcement cages 2
Two sides be respectively equipped with company's wall firmware, further include a concrete-constituted pile main body 4, the concrete-constituted pile main body 4 pours
It forms and is poured with the concrete wall of its two sides 3 and is connected, the concrete-constituted pile main body 4 is by its internal each constructional column steel
The cladding setting of muscle column 1；It can be connected multiposition is formed between entire constructional column and the wall of two sides 3 by setting even wall firmware
It connects, enhances the stability of connection.
The top and bottom of each constructional column steel bar column 1 to 3 curving of concrete wall and extend to concrete walls
It is poured in the foundation beam 5 of 3 upper and lower part of body connected；The upper and lower part of each constructional column steel bar column 1 is respectively set
For bending state and bending angle is right angle, and horizontal segment after bending is extended in the bar construction frame of corresponding foundation beam 5 and waited
It pours each constructional column steel bar column 1 with foundation beam 5 to be integrated, to guarantee overall construction column
With the connectivity robustness of building body, enhance anti-shear ability.
The even wall firmware includes a three-dimensional reinforced frame 6, one end of the solid reinforced frame 6 and the constructional column steel reinforcement cage
2 are fixedly connected with, the other end extend to constructional column in the side bit space 7 of the concrete wall 3 of corresponding side, it is described solid reinforced frame 6
It is formed by more reinforcement weldings, the solid reinforced frame 6 is coated in concrete-constituted pile main body 4, and three-dimensional reinforced frame 6 will be adjacent
Constructional column steel reinforcement cage 2 be connected, then extend in the side bit space 7 of concrete wall 3 by it is subsequent pour process after it is whole
Body is connected as one, and structural strength is higher.
It is connected between the adjacent bending section of each constructional column steel bar column 1 by A font steelframe 8, the A font steelframe 8 wraps
It overlays in concrete-constituted pile main body 4, will entirely be extended to after being connected between A font steelframe 8 and two adjacent constructional column steel bar columns 1
Structure in foundation beam 5 is reinforced, and foundation beam 5 passes through the bending section of entire constructional column steel bar column 1 and A shaped steel when pouring
Frame 8 pours simultaneously, and general frame is more stable, anti-shearing force enhancing.
It is equipped at intervals with several horizontally disposed wall drawknots from top to bottom on the frame in each constructional column steel bar column 1 besieged city
Muscle 9, the both ends of each wall tie bar 9, which are respectively fixedly connected, to be arranged in wall 3, and wall tie bar 9 extends to engagement formation column after wall 3
Overall structure formed connected structure, then pass through later period cast in situs, entire frame body is combined together, realizes whole consolidate
It is fixed, guarantee robustness, the integraty of integral wall 3.
It is mixed by cast in situs after general frame forms stable structural body after the completion of general frame is built when construction
Solidifying soil, can make concrete that bar construction frame be coated togather to form stable concrete reinforcement structure, so as to fine
Ground guarantees the anti-shearing force between the stability of entire pillar structure and concrete structure, wall 3；When using brick body wall,
After the completion of the structure of constructional column is built, poured in place concrete after building template to the two sides in the space between two brick body walls is protected
It demonstrate,proves and forms firm connection between the constructional column under this kind of structure and the brick body wall of two sides, equally can be improved between wall 3
Anti-shearing force.The present apparatus is reasonable in design, by the way that multi-faceted company's wall is arranged, reinforces, so as to guarantee adjacent wall 3
Between the effect for realizing good anti-shearing force can be connected by constructional column, guarantee the fastness and shock resistance of wall 3, pass through
Three-dimensional reinforced frame 6 can guarantee the fastness connecting between constructional column and adjacent wall 3, be matched by the way that A font steelframe 8 is arranged
Connectivity robustness of the adjacent bending section realization to the foundation beam 5 of 3 upper and lower part of wall for closing each constructional column steel bar column 1, by
Entire constructional column and the wall 3 of two sides form a stronger overall structure of shearing resistance, can additionally by multiple wall tie bars 9
Preferably to enhance the tightness of even wall, multi-faceted cooperation is realized to integrally-built comprehensive function power.
Above-mentioned specific embodiment cannot function as the limitation to scope of protection of the utility model, for the skill of the art
For art personnel, any alternate modification or transformation made to the utility model embodiment all fall within the guarantor of the utility model
It protects in range.
Place is not described in detail for the utility model, is the well-known technique of those skilled in the art of the present technique.
Claims (5)
1. a kind of constructional column top and main structure attachment device, it is characterised in that: be arranged including several interval lopping two
Constructional column steel bar column in space between concrete wall, in the outside of each constructional column steel bar column, fixation binding is set from top to bottom
There are several constructional column steel reinforcement cages, is set respectively along it close to the two sides of concrete wall between two adjacent constructional column steel reinforcement cages
Have company's wall firmware, further include a concrete-constituted pile main body, the concrete-constituted pile main body pour form and with its two sides
Concrete wall pour connected, its internal each constructional column steel bar column is coated setting by the concrete-constituted pile main body.
2. a kind of constructional column top according to claim 1 and main structure attachment device, it is characterised in that: each structure
It makes the top and bottom of column steel bar column and to concrete wall curving and extends to the basis of concrete wall upper and lower part
It is poured in beam connected.
3. a kind of constructional column top according to claim 2 and main structure attachment device, it is characterised in that: the even wall
Firmware includes a three-dimensional reinforced frame, and one end of the solid reinforced frame is fixedly connected with the constructional column steel reinforcement cage, and the other end extends to
Constructional column is in the side bit space of the concrete wall of corresponding side, and the solid reinforced frame is formed by more reinforcement weldings, institute
Three-dimensional reinforced frame is stated to be coated in concrete-constituted pile main body.
4. a kind of constructional column top according to claim 3 and main structure attachment device, it is characterised in that: each constructional column
It is connected between the adjacent bending section of steel bar column by A font steelframe, the A font steelframe is coated on concrete-constituted pile main body
It is interior.
5. a kind of constructional column top according to claim 4 and main structure attachment device, it is characterised in that: in each construction
It is equipped at intervals with several horizontally disposed wall tie bars from top to bottom on the frame in column steel bar column besieged city, each wall tie bar
Both ends, which are respectively fixedly connected, to be arranged in wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821237591.4U CN208870236U (en) | 2018-08-02 | 2018-08-02 | At the top of a kind of constructional column with main structure attachment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821237591.4U CN208870236U (en) | 2018-08-02 | 2018-08-02 | At the top of a kind of constructional column with main structure attachment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208870236U true CN208870236U (en) | 2019-05-17 |
Family
ID=66463976
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821237591.4U Expired - Fee Related CN208870236U (en) | 2018-08-02 | 2018-08-02 | At the top of a kind of constructional column with main structure attachment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208870236U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777976A (en) * | 2019-11-29 | 2020-02-11 | 中国十七冶集团有限公司 | Constructional column structure for improving top pouring quality and construction method |
| CN114703993A (en) * | 2022-06-07 | 2022-07-05 | 中国二十二冶集团有限公司 | Connecting structure of T-shaped concrete formwork constructional column and wall |
-
2018
- 2018-08-02 CN CN201821237591.4U patent/CN208870236U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777976A (en) * | 2019-11-29 | 2020-02-11 | 中国十七冶集团有限公司 | Constructional column structure for improving top pouring quality and construction method |
| CN114703993A (en) * | 2022-06-07 | 2022-07-05 | 中国二十二冶集团有限公司 | Connecting structure of T-shaped concrete formwork constructional column and wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106661881A (en) | Safety-enhanced pc truss wall structure, and underground-structure construction method using same | |
| CN107268807A (en) | A kind of Prefabricated concrete-filled steel tube superposed column | |
| CN108412122A (en) | Double web H shaped steel and its connecting node with concrete prefabricated board | |
| CN208870236U (en) | At the top of a kind of constructional column with main structure attachment device | |
| CN103741809A (en) | Embedded column type prefabricated part connecting method | |
| CN206016007U (en) | A kind of assembling type steel structure overlapped hollow floor system | |
| CN208518076U (en) | Support column suspension column anti-seismic structure | |
| CN208618654U (en) | Double web H fashioned iron and its connecting node with concrete prefabricated board | |
| CN204849737U (en) | A stake of pre -buried formula combination stand for foundation ditch | |
| CN205421332U (en) | Contrary coincide underground continuous wall that does of a core section of thick bamboo | |
| CN209293197U (en) | Wall and floor connection structure and assembled arthitecutral structure system | |
| CN208870234U (en) | A kind of wall beam unit and its connection structure for assembled-type house system | |
| CN108412036B (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node | |
| CN110107026A (en) | The connecting joint structure and its construction method of overlapped hollow column | |
| CN215977672U (en) | Assembled beam column connected node | |
| CN207211132U (en) | For preparing the reinforcement cage structure of H type concrete-piles | |
| CN206554385U (en) | Combining structure for assembled architecture | |
| CN206916935U (en) | Assembled grange framework | |
| CN206707030U (en) | A kind of eccentric joint of cross steel concrete column and steel framed concrete beam | |
| CN205712124U (en) | Stack can prop up protection slab by assembly type | |
| CN212612596U (en) | Embedded steel pipe column base node | |
| CN207110117U (en) | A kind of constructional column fence | |
| CN209163216U (en) | A kind of steel pipe external wrapping concrete Prefabricated composite column | |
| CN203684528U (en) | Novel assembled concrete column | |
| CN207296081U (en) | T-shaped assembled Steel Reinforced Concrete Shear Walls |
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: 20190517 |