CN201738454U - Unit type connecting piece for connecting beam slab and wall - Google Patents
Unit type connecting piece for connecting beam slab and wall Download PDFInfo
- Publication number
- CN201738454U CN201738454U CN2010202777271U CN201020277727U CN201738454U CN 201738454 U CN201738454 U CN 201738454U CN 2010202777271 U CN2010202777271 U CN 2010202777271U CN 201020277727 U CN201020277727 U CN 201020277727U CN 201738454 U CN201738454 U CN 201738454U
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- China
- Prior art keywords
- wall
- beam slab
- slab
- tube connector
- substrate
- 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
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Abstract
The utility model discloses a unit type connecting piece for connecting a beam slab and a wall, comprising a base slab, wherein the base slab is provided with a connecting pipe; the interior of the base slab is provided with threads; and one end of the connecting pipe is movably connected with a protective cap. The utility model has the advantage that the structural beam slab can be accurately positioned on the concrete wall, and then the simultaneous construction effect of the wall and the beam slab is achieved, the quality and construction speed for the connection of beam slab main bars and wall are enhanced, the operation is simple, and the labor investment is reduced.
Description
Technical field
The utility model belongs to building engineering field, relates to being used for the modular connector that reinforced concrete beam and plate is connected with the wall body structure member.
Background technology
Vertical wall body structure and beam and slab structure reinforcing bar are connected with following several mode:
A kind of is pre-buried connecting reinforcement before building walls concrete, to be embedded in the body of wall after the connecting reinforcement bending, when treating to expose body of wall behind body of wall inner surface soil excavation or the stripping, chisel the metope at pre-buried connecting reinforcement place, pre-buried connecting reinforcement is bent into needed shape, is connected with the steel bar stress of beam and slab structure again;
Another kind is a pre-buried connection steel plate before building walls concrete, pre-buried connection steel plate and reinforced mesh are fixed, chisel metope behind the concreting again and make and connect steel plate and expose, the mode that re-uses welding with the steel bar stress in the beam and slab structure be connected steel plate and weld;
The third is will implant in the wall body structure with the bar dowel anchorage length in accordance with regulations of same size in the beam and slab structure with bar planting glue, and then with bar dowel and welding of beam and slab structure reinforcing bar or mechanical connection.
There is following shortcoming in above-mentioned linkage:
The repeatedly bending of first kind of pre-buried connecting reinforcement easily causes reinforced steel bar strength to reduce, and destroys surface of wall when picking the metope at the pre-buried connecting reinforcement place of cutter easily; Second kind of need adopts welding operation, and the quality of welding is wayward, requires electric welder's number many simultaneously, and welding procedure labour intensity is big, and the steel waste is many; The third bar planting again after concreting forms body of wall, the position deviation of bar planting is big, runs into the body of wall reinforcing bar and just need readjust the bar planting position when carrying out the bar planting operation, causes the bar planting spacing undesirable, slacken local concrete intensity, particularly winter and should not carry out the bar planting operation.
The utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, and a kind of modular connector that beam slab is connected with body of wall that is used for is provided, and can reach the effect that wall, two kinds of structures of beam slab are constructed simultaneously.
The technical solution of the utility model is summarized as follows:
A kind ofly be used for the modular connector that beam slab is connected with body of wall, comprise substrate, it is characterized in that described substrate is provided with tube connector, be provided with screw thread in the described tube connector, an end of described tube connector and protective cap flexibly connect.
Described tube connector is arranged 1-2 on described substrate capable.
At least 3 of the described tube connectors of described every row.
The utility model has the advantages that: can on concrete wall, carry out the location of structure beam slab accurately, reach the effect that wall, two kinds of structures of beam slab are constructed simultaneously.Improved quality and speed of application that beam slab master muscle is connected with body of wall, simple to operate, minimizing labour's input.
Description of drawings
Fig. 1 is a structural representation of the present utility model; Among the figure: the 1-substrate; The 2-tube connector; The 3-protective cap.
Fig. 2 is the structural representation of the utility model and body of wall reinforced mesh; Among the figure: the 1-substrate; The 2-tube connector; 4-body of wall reinforced mesh.
The specific embodiment
A kind ofly be used for the modular connector that beam slab is connected with body of wall, comprise substrate 1, substrate is provided with tube connector 2, is provided with screw thread in the tube connector, and an end of tube connector and protective cap 3 flexibly connect.
Tube connector can be arranged 1 row or 2 row on substrate.The quantity of every capable tube connector can be 3,4,6 or 10 or more than.
Substrate is rectangular steel plates preferably; One end of tube connector is concordant with substrate surface, and the other end protrudes substrate; A tube connector end concordant with substrate surface installed protective cap, and when avoiding walls concrete to build, cement paste flows in the tube connector.Several tube connectors fixedly install with substrate according to the distance of structure beam main tendon, are used for modular connector that beam slab is connected with body of wall and the steel mesh reinforcement in the concrete wall is fixed with of the present utility model.Companion steel mesh reinforcement within the walls is embedded in the concrete wall together before walls concrete is built.When behind the excavation of foundation pit or after wall form removes, take off the protective cap on the connector, beam slab master muscle has an externally threaded end and is connected with the tube connector that has internal thread in the utility model.
A kind of preparation and installation that is used for the modular connector that beam slab is connected with body of wall:
(1) require steel plate as substrate according to the structural beams board size.
(2) on substrate, get out the one group of circular hole that is slightly larger than the tube connector diameter with bench drill (milling brill) according to rebar spacing.
(3) tube connector that will have an internal thread is welded on the circular hole position of substrate.
(4) modular connector and body of wall reinforced mesh are fixed.
Claims (3)
1. one kind is used for the modular connector that beam slab is connected with body of wall, comprises substrate, it is characterized in that described substrate is provided with tube connector, is provided with screw thread in the described tube connector, and an end of described tube connector and protective cap flexibly connect.
2. according to claim 1ly be used for the modular connector that beam slab is connected with body of wall, it is capable to it is characterized in that described tube connector is arranged 1-2 on described substrate.
3. according to claim 2ly be used for the modular connector that beam slab is connected with body of wall, it is characterized in that at least 3 of the described tube connectors of described every row.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202777271U CN201738454U (en) | 2010-07-30 | 2010-07-30 | Unit type connecting piece for connecting beam slab and wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202777271U CN201738454U (en) | 2010-07-30 | 2010-07-30 | Unit type connecting piece for connecting beam slab and wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201738454U true CN201738454U (en) | 2011-02-09 |
Family
ID=43553732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202777271U Expired - Fee Related CN201738454U (en) | 2010-07-30 | 2010-07-30 | Unit type connecting piece for connecting beam slab and wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201738454U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164926A (en) * | 2014-08-19 | 2014-11-26 | 浙江开元新型墙体材料有限公司 | Installation structure of aerated concrete wallboard |
| CN104452978A (en) * | 2014-12-02 | 2015-03-25 | 中建三局集团有限公司 | Beam bar anchoring sleeve pre-embedded in thin wall and construction method thereof |
| CN105369899A (en) * | 2015-09-28 | 2016-03-02 | 沈阳建筑大学 | Connecting piece for non-planar stiffening beam-thin wall connection |
-
2010
- 2010-07-30 CN CN2010202777271U patent/CN201738454U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164926A (en) * | 2014-08-19 | 2014-11-26 | 浙江开元新型墙体材料有限公司 | Installation structure of aerated concrete wallboard |
| CN104452978A (en) * | 2014-12-02 | 2015-03-25 | 中建三局集团有限公司 | Beam bar anchoring sleeve pre-embedded in thin wall and construction method thereof |
| CN104452978B (en) * | 2014-12-02 | 2016-08-17 | 中建三局集团有限公司 | A kind of advance reservation is in thin beam bars anchorage sleeve within the walls and construction method thereof |
| CN105369899A (en) * | 2015-09-28 | 2016-03-02 | 沈阳建筑大学 | Connecting piece for non-planar stiffening beam-thin wall connection |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110209 Termination date: 20180730 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |