CN209179325U - A kind of wall column vertical reinforcement binding connection structure - Google Patents
A kind of wall column vertical reinforcement binding connection structure Download PDFInfo
- Publication number
- CN209179325U CN209179325U CN201822071282.0U CN201822071282U CN209179325U CN 209179325 U CN209179325 U CN 209179325U CN 201822071282 U CN201822071282 U CN 201822071282U CN 209179325 U CN209179325 U CN 209179325U
- Authority
- CN
- China
- Prior art keywords
- wall column
- hollow sleeve
- type hollow
- cylindrical type
- vertical reinforcement
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model relates to a kind of wall column vertical reinforcements to bind connection structure, belong to technical field of building construction.It includes cylindrical type hollow sleeve, guide pipe of the cylindrical type hollow sleeve as wall column Vertical bar connection；The cylindrical type hollow sleeve is nested together with the vertical reinforcement in wall column molding steel reinforcement cage by metal binding wire, cylindrical type hollow sleeve entangles the connection reinforcing bar with wall column Vertical bar connection, an every vertical reinforcement piece cylindrical type hollow sleeve of collocation in wall column steel reinforcement cage, and the length of cylindrical type hollow sleeve is longer than wall column vertical reinforcement.Steel reinforcement cage machine-shaping in the factory, is transported to field joint, not only the validity of guaranteed reinforcing bar connection, but also can save the cost of a large amount of manpower assembling reinforcements, and it is convenient to construct, and meets building industrialization direction.
Description
Technical field
The utility model relates to a kind of wall column vertical reinforcements to bind connection structure, belong to technical field of building construction.
Background technique
Building trade is always a labour intensive profession, and productivity is low, and the wasting of resources is big, in cost of labor and ring
Border treatment cost increasingly raised today how to reduce manual labor and improve building industry rate having become trend of the times, build at present
It builds on building site, reinforcing bar binding, connection are typically all manually that not only time-consuming and laborious, quality of connection is also not necessarily guaranteed.And it is close
The assembled architecture technology that the section time rises, there is also more deficiencies, such as the sleeve of vertical reinforcement to connect in terms of reinforcing bar connection
Connection technology, " beard muscle " dock difficulty with grout sleeve, and grouting quality cannot be examined effectively, once the connection of vertical reinforcement
There are quality problems, consequence is hardly imaginable.
Utility model content
In order to overcome drawbacks described above, the purpose of this utility model is to provide a kind of wall column vertical reinforcements to bind connection knot
Structure.Steel reinforcement cage machine-shaping in the factory, is transported to field joint, not only the validity of guaranteed reinforcing bar connection, but also can save a large amount of
The cost of manpower assembling reinforcement, and it is convenient to construct, and meets building industrialization direction.
To achieve the goals above, it adopts the following technical scheme that
A kind of wall column vertical reinforcement binding connection structure, it includes cylindrical type hollow sleeve, the cylindrical type hollow sleeve
Guide pipe as wall column Vertical bar connection；
The cylindrical type hollow sleeve is nested together with the vertical reinforcement in wall column molding steel reinforcement cage by metal binding wire, circle
Column type hollow sleeve entangles the connection reinforcing bar with wall column Vertical bar connection, the every vertical reinforcement collocation one in wall column steel reinforcement cage
Root cylindrical type hollow sleeve, and the length of cylindrical type hollow sleeve is longer than wall column vertical reinforcement.
Further, cylindrical type hollow sleeve falls after entangling connection reinforcing bar, and pumping cylindrical type hollow sleeve after in place makes
Wall column vertical reinforcement forms effective connection with reinforcing bar is connect.
The step of binding connection method of wall column vertical reinforcement binding connection structure, this method, is as follows:
A. straightening connects reinforcing bar, keeps connection arrangement of bar neat, and the spacing for connecting reinforcing bar meets design requirement；
B. vertical reinforcement of the cylindrical type hollow sleeve in molding steel reinforcement cage is passed through together with metal binding wire ring set；
C. it will be fixed with steel reinforcement cage top by tooling at the top of cylindrical type hollow sleeve, and cannot allow cylindrical type hollow sleeve
Pipe is detached from wall column steel reinforcement cage；
D. wall column steel reinforcement cage is lifted by crane, the surface of connection reinforcing bar is moved to；
E. steel reinforcement cage is slowly fallen, and allows the alignment of cylindrical type hollow sleeve is corresponding to connect reinforcing bar；
F. after cylindrical type hollow sleeve being entangled corresponding connection reinforcing bar, continuation is slowly fallen, until connection reinforcing bar is whole
Into cylindrical type hollow sleeve；
G. the fixing tool of steel reinforcement cage bottom is removed, cylindrical type hollow sleeve is slowly pumped, connection reinforcing bar and wall at this time
Column vertical reinforcement together, is installed by metal binding wire ring set.
Step B. passes through vertical reinforcement of the cylindrical type hollow sleeve in molding steel reinforcement cage together with metal binding wire ring set,
4 points more than should be noted that when ring set:
A. the selection of ring set position, ring set position be selected in wall column vertical reinforcement in the overlapping regions for connecting reinforcing bar, from upper
Ring set is carried out to lower two to three positions of selection；
B. the length of cylindrical type hollow sleeve will be longer than wall column vertical reinforcement, when ring set, allow at the top of cylindrical type hollow sleeve
It is concordant at the top of wall column vertical reinforcement, so that cylindrical type hollow sleeve bottom is stretched out the bottom of vertical reinforcement；
C. every vertical reinforcement in steel reinforcement cage will carry out ring set with a cylindrical type hollow sleeve；
D. it is opposite to should ensure that casing can occur along vertical reinforcement length direction for the unsuitable tension of the dynamics of metal binding wire ring set
Sliding.
The metal binding wire, in order to which wall column vertical reinforcement does not occur in the horizontal direction with cylindrical type hollow sleeve
Biggish relative displacement, the improving bud grafting of meaning shown here are only used for explaining the utility model, are not used to limit originally practical new
Type.
Steel reinforcement cage is stretched out in the cylindrical type hollow sleeve, lower end, in order to more preferable set connection reinforcing bar, when under steel reinforcement cage
When falling, casing first encounters connection reinforcing bar, and fall steel reinforcement cage again after the two is aligned, and whole process is convenient and efficient.Cylindrical type is hollow
Casing length can not be identical, does not have to be directed at all connection reinforcing bar and casing simultaneously on the same absolute altitude in this way, can be more
Be conducive to wear.
The utility model has the beneficial effects that
1, the utility model realizes that the manpower-free of wall column vertical reinforcement binds connection, saves human and material resources；
2, the utility model realizes the factorial production, convenient and efficient, greatly shortens the time of architecture construction.
Detailed description of the invention
Fig. 1 is that the utility model installs schematic three dimensional views；
Fig. 2 is that the utility model installs top plan view；
Fig. 3 is the utility model mounting plane figure；
Fig. 4 is the utility model assembling reinforcement ring set position view.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawing:
The present embodiment is that wall column vertical reinforcement binds connection structure, it includes cylindrical type hollow sleeve 3, in the cylindrical type
The guide pipe that empty set pipe 3 is connected as wall column vertical reinforcement 1；
The cylindrical type hollow sleeve 3 is with the vertical reinforcement 1 in wall column molding steel reinforcement cage by 4 sets of metal binding wire one
It rises, cylindrical type hollow sleeve 3 entangles the connection reinforcing bar 2 connecting with wall column vertical reinforcement 1, every vertical steel in wall column steel reinforcement cage
Piece cylindrical type hollow sleeve 3 of collocation of muscle 1, and the length of cylindrical type hollow sleeve 3 is longer than wall column vertical reinforcement 1.
Cylindrical type hollow sleeve 3 falls after entangling connection reinforcing bar 2, and cylindrical type hollow sleeve 3 is pumped after in place keeps wall column perpendicular
Effective connection is formed with reinforcing bar 2 is connect to reinforcing bar 1.
The step of binding connection method of wall column vertical reinforcement binding connection structure, this method, is as follows:
A. straightening connects reinforcing bar 2, makes to connect 2 marshalling of reinforcing bar, and the spacing for connecting reinforcing bar 2 meets design requirement；
B. cylindrical type hollow sleeve 3 and the vertical reinforcement 1 in molding steel reinforcement cage are nested together by metal binding wire ring 4；
C. 3 top of cylindrical type hollow sleeve is fixed at the top of steel reinforcement cage by tooling, cylindrical type cannot be allowed hollow
Casing 3 is detached from wall column steel reinforcement cage；
D. wall column steel reinforcement cage is lifted by crane, the surface of connection reinforcing bar 2 is moved to；
E. steel reinforcement cage is slowly fallen, and cylindrical type hollow sleeve 3 is allowed to be directed at corresponding connection reinforcing bar 2；
F. after cylindrical type hollow sleeve 3 being entangled corresponding connection reinforcing bar 2, continuation is slowly fallen, until connection reinforcing bar 2 is complete
Portion enters cylindrical type hollow sleeve 3；
G. remove the fixing tool of steel reinforcement cage bottom, slowly pump cylindrical type hollow sleeve 3, connection reinforcing bar 2 at this time with
Wall column vertical reinforcement 1 together, is installed by metal binding wire ring set 4.
Step B. is by the vertical reinforcement 1 in cylindrical type hollow sleeve 3 and molding steel reinforcement cage by 4 sets of metal binding wire ring one
Rise, when ring set should be noted that more than 4 points:
A. the selection of ring set position, ring set position be selected in wall column vertical reinforcement 1 with connect in the overlapping regions of reinforcing bar 2, from
Top to bottm selects two to three positions to carry out ring set；
B. the length of cylindrical type hollow sleeve 3 will be longer than wall column vertical reinforcement 1, when ring set, allow cylindrical type hollow sleeve 3
Top is concordant with 1 top of wall column vertical reinforcement, and 3 bottom of cylindrical type hollow sleeve is made to stretch out the bottom of vertical reinforcement 1；
C. the every vertical reinforcement 1 in steel reinforcement cage will carry out ring set with a cylindrical type hollow sleeve 3；
D. the unsuitable tension of the dynamics of 4 ring set of metal binding wire, should ensure that casing 3 can occur along 1 length direction of vertical reinforcement
Opposite sliding.
Finally it should be noted that the above content is only to illustrate the technical solution of the utility model, rather than it is practical to this
The limitation of novel protected range, those skilled in the art to the technical solution of the utility model carry out it is simple modification or
Person's equivalent replacement, all without departing from the spirit and scope of technical solutions of the utility model.
Claims (2)
1. a kind of wall column vertical reinforcement binds connection structure, it is characterised in that: it includes cylindrical type hollow sleeve (3), the circle
The guide pipe that column type hollow sleeve (3) is connected as wall column vertical reinforcement (1)；
Vertical reinforcement (1) in the cylindrical type hollow sleeve (3) and wall column molding steel reinforcement cage is covered by metal binding wire (4) one
It rising, cylindrical type hollow sleeve (3) entangles the connection reinforcing bar (2) connecting with wall column vertical reinforcement (1), and every in wall column steel reinforcement cage
Vertical reinforcement (1) piece cylindrical type hollow sleeve (3) of collocation, and the length of cylindrical type hollow sleeve (3) is longer than wall column vertical steel
Muscle (1).
2. wall column vertical reinforcement according to claim 1 binds connection structure, it is characterised in that: cylindrical type hollow sleeve
(3) connection reinforcing bar (2) is entangled to fall afterwards, pumped after in place cylindrical type hollow sleeve (3) make wall column vertical reinforcement (1) with connect steel
Muscle (2) together, forms effectively connection by metal binding wire ring set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822071282.0U CN209179325U (en) | 2018-12-11 | 2018-12-11 | A kind of wall column vertical reinforcement binding connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822071282.0U CN209179325U (en) | 2018-12-11 | 2018-12-11 | A kind of wall column vertical reinforcement binding connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209179325U true CN209179325U (en) | 2019-07-30 |
Family
ID=67376557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822071282.0U Withdrawn - After Issue CN209179325U (en) | 2018-12-11 | 2018-12-11 | A kind of wall column vertical reinforcement binding connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209179325U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296133A (en) * | 2018-12-11 | 2019-02-01 | 中清大装配式建筑有限公司 | A kind of wall column vertical reinforcement binding connection structure and its binding connection method |
-
2018
- 2018-12-11 CN CN201822071282.0U patent/CN209179325U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296133A (en) * | 2018-12-11 | 2019-02-01 | 中清大装配式建筑有限公司 | A kind of wall column vertical reinforcement binding connection structure and its binding connection method |
| CN109296133B (en) * | 2018-12-11 | 2023-04-14 | 中清大装配式建筑有限公司 | Wall column vertical steel bar binding and connecting structure and binding and connecting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101550767A (en) | Reinforcing method for concrete post and reinforced concrete post | |
| CN209179325U (en) | A kind of wall column vertical reinforcement binding connection structure | |
| CN106182364A (en) | A kind of detachable steel core and the method making pre-stressed concrete hollow beam | |
| CN204626662U (en) | The syndeton of a kind of steel pipe cylinder and concrete beam | |
| CN103276726B (en) | A kind of manufacture method of pre-tensioning system I shape support pile | |
| CN109296133A (en) | A kind of wall column vertical reinforcement binding connection structure and its binding connection method | |
| CN206982069U (en) | A kind of steel reinforcement cage cage bar positions small fixture | |
| CN208023725U (en) | A kind of operating platform of large diameter steel pipe band of column beam | |
| CN201778287U (en) | Prestressed strand deflector | |
| TWM643285U (en) | Basement structure with rooted precast column structure | |
| CN104153572B (en) | A kind of gradual change undergauge high-strength die mould assembly column template and assembling and construction method thereof | |
| CN208438547U (en) | A kind of precast box beam steel bar colligation mold that difference beam length is general | |
| CN211171938U (en) | Quick distance instrument of stake owner muscle | |
| CN204826625U (en) | Circular post job -specific formwork of minor diameter | |
| CN208907273U (en) | A kind of assembled architecture prefabricated component convenient for positioning lifting | |
| CN204024051U (en) | The assembled column template of a kind of high-strength die mould of gradual change undergauge | |
| CN209429552U (en) | A kind of vertical type concrete member steel bar cage mould | |
| CN205934910U (en) | End board | |
| CN205519395U (en) | Steel reinforcement cage owner muscle positioning tool | |
| CN210685283U (en) | Inner mold stripping-free formwork supporting structure for light guide hole of garage top plate | |
| CN110219460A (en) | A kind of outer hoop entirety pulling type cylindrical frame beam construction method | |
| CN204098031U (en) | A kind of concrete precast pipe pile pile top with mechanical connecting device | |
| CN206360417U (en) | Wayside pavilion armored concrete top preform structure | |
| CN209686598U (en) | A kind of steel column and wall column steel bar connecting structure | |
| CN208280563U (en) | Simple butt strap of scaffold mounting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20190730 Effective date of abandoning: 20230414 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20190730 Effective date of abandoning: 20230414 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |