CN205617662U - Pre -buried formula reinforcing bar coupler - Google Patents

Pre -buried formula reinforcing bar coupler Download PDF

Info

Publication number
CN205617662U
CN205617662U CN201620202380.1U CN201620202380U CN205617662U CN 205617662 U CN205617662 U CN 205617662U CN 201620202380 U CN201620202380 U CN 201620202380U CN 205617662 U CN205617662 U CN 205617662U
Authority
CN
China
Prior art keywords
screw rod
embedded bolt
box body
pre embedded
built
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.)
Active
Application number
CN201620202380.1U
Other languages
Chinese (zh)
Inventor
徐汉英
赵越
张帅
张宝植
史亚飞
王文波
彭海文
杨栋梁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Third Engineering Bureau Co Ltd
Original Assignee
China Construction Third Engineering Bureau Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Third Engineering Bureau Co Ltd filed Critical China Construction Third Engineering Bureau Co Ltd
Priority to CN201620202380.1U priority Critical patent/CN205617662U/en
Application granted granted Critical
Publication of CN205617662U publication Critical patent/CN205617662U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a guarantee continuous beam, board and segment the effectual pre -buried formula reinforcing bar coupler of reliability, construction convenience, simple structure, construction who pours, including pre -cast screw, a concrete layer has been built to pre -cast screw one end, the other end is connected with auxiliary fixture, after being connected with, pre -cast screw one end increases the screw rod. The utility model discloses increased the screw rod after, comprises pre -cast screw, auxiliary fixture. Solution that this design is successful need the concrete beam that the segmentation pour, board steel bar connection's difficulty. Thereby the concrete structure who makes the segmentation pour can normally be under construction, can not influence the condition of concreted structure roughness under, guaranteed roof beam, board steel bar connection's reliability simultaneously.

Description

A kind of built-in type reinforcing steel connector
Technical field
This utility model relates to the realm of building construction, particularly relates to a kind of built-in type reinforcing steel connector.
Background technology
In current construction, major part continuous beam, plate are all by integral construction, so seldom depositing The beam that caused in continuous beam, plate section construction, slab muscle connectivity problem.But domestic market is increasingly Start to focus on the quality of building, many local in order to ensure the quality of concrete product, outward appearance, also begin to adopt With concrete beam and board being carried out section construction (such as clear-water concrete).And when job site occurs coagulation When Tu Liang, plate carry out section construction, its beam, the connection of slab muscle have just become one to compare stubborn problem.
Utility model content
In order to solve above-mentioned technical problem, this utility model provides a kind of guarantee continuous beam, plate segmentation pours Reliability, easy construction, simple in construction, built-in type reinforcing steel connector that construction effect is good.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of built-in type reinforcing steel connector of the present utility model, including pre embedded bolt, described pre embedded bolt one end Poured the first concrete layer, other end connection has auxiliary fixing device;
Described auxiliary fixing device is box structure, including box body and the lid being removably mounted on box body, Having some through holes on described box body, described pre embedded bolt is connected to the side of box body by through hole;
When removing lid, the opposite side connection of described box body increases screw rod, described rear increasing screw rod and pre-buried spiral shell after having Bar connects fixing.
Further, the connected mode of described pre embedded bolt and rear increasing screw rod includes that point cantact connects and bar shaped face Contact connects.
Further, described pre embedded bolt and rear increasing screw rod are that point cantact connects, described auxiliary fixing device bag Include box body and the lid being removably mounted on box body, described box body has some through holes, described through hole Inside being fixed with reinforcing bar connector, described reinforcing bar connector one end connects pre embedded bolt, and the other end increases spiral shell after connecting Bar.
Further, described pre embedded bolt is that bar shaped face contacts connection with rear increasing screw rod, the fixing dress of described auxiliary Put the lid including box body He being removably mounted on box body, described box body has some through holes, described Pre embedded bolt passes described through hole, and the described rear screw rod that increases overlaps fixing with the pre embedded bolt through through hole.
Further, described pre embedded bolt and rear increasing screw rod are straight thread screw rod.
Further, described pre embedded bolt and the equal diameters of rear increasing screw rod.
By such scheme, this utility model at least has the advantage that
This utility model is made up of pre embedded bolt, auxiliary fixing device, the rear screw rod that increases.This design successfully solves Determine the difficulty of the concrete beam and board bar connecting needing segmentation to pour.So that the concrete that segmentation pours Structure can carry out normal construction, in the case of not interfering with concrete surface flatness, ensure that simultaneously Beam, the reliability of plate bar connecting.And the feasibility of segmentation casting craft has more promoted high-quality coagulation now The feasibility that soil structure (such as clear-water concrete structure) produces, provides technical support for modern excellent project.
Described above is only the general introduction of technical solutions of the utility model, in order to it is new to better understand this practicality The technological means of type, and can be practiced according to the content of description, below with preferable reality of the present utility model After executing example and coordinating accompanying drawing to describe in detail such as.
Accompanying drawing explanation
Fig. 1 is that the point cantact of a kind of built-in type reinforcing steel connector of the present utility model and construction method thereof connects shape The structural representation that the first time of formula pours;
Fig. 2 is a kind of built-in type reinforcing steel connector shown in Fig. 1 and the point cantact type of attachment of construction method thereof Remove lid operation chart;
Fig. 3 is a kind of built-in type reinforcing steel connector shown in Fig. 1 and the point cantact type of attachment of construction method thereof The structural representation of screw rod is increased after connection;
Fig. 4 is a kind of built-in type reinforcing steel connector shown in Fig. 1 and the point cantact type of attachment of construction method thereof The structural representation that second time pours;
Fig. 5 is that the bar shaped face contact of a kind of built-in type reinforcing steel connector of the present utility model and construction method thereof connects The structural representation that the first time connect pours;
Fig. 6 is that the bar shaped face contact of a kind of built-in type reinforcing steel connector shown in Fig. 5 and construction method thereof connects Remove lid operation chart;
Fig. 7 is that the bar shaped face contact of a kind of built-in type reinforcing steel connector shown in Fig. 5 and construction method thereof connects The structural representation of screw rod is increased after connection;
Fig. 8 is that the bar shaped face contact of a kind of built-in type reinforcing steel connector shown in Fig. 5 and construction method thereof connects The structural representation that second time pours.
1, pre embedded bolt;2, auxiliary fixing device;3, reinforcing bar connector;4, lid;5, screw rod is increased afterwards; 6, the first concrete layer;7, the second concrete layer.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment, detailed description of the invention of the present utility model is described in further detail. Following example are used for illustrating this utility model, but are not limited to scope of the present utility model.
Seeing shown in Fig. 1-8, a kind of built-in type reinforcing steel connector, including pre embedded bolt 1, pre embedded bolt 1 one End has poured the first concrete layer 6, other end connection has auxiliary fixing device 2;
Auxiliary fixing device 2 is box structure, including box body and the lid 4 being removably mounted on box body, Having some through holes on box body, pre embedded bolt 1 is connected to the side of box body by through hole;
When removing lid 4, the opposite side connection of box body increases screw rod 5, rear increasing screw rod 5 and pre embedded bolt 1 after having Connect fixing.
Pre embedded bolt 1 and rear increasing screw rod 5 are straight thread screw rod.Pre embedded bolt 1 and the diameter of rear increasing screw rod 5 Equal.
The construction method of a kind of built-in type reinforcing steel connector of the present utility model, comprises the following steps:
S1, the first concrete layer 6 pour preparation: pre embedded bolt 1 one end is fixed with auxiliary fixing device 2, The other end is exposed to outside auxiliary fixing device 2, and auxiliary fixing device 2 lid 4 is fastened on box body;
S2, first time pour: casting concrete at the pre embedded bolt 1 being exposed to outside auxiliary fixing device 2, Form the first concrete layer 6;
S3, the second concrete layer 7 pour preparation: after the first concrete layer 6 pours, remove auxiliary fixing The lid 4 of device 2, increases screw rod 5 at pre embedded bolt 1 after connecting;
S4, second time pour: after pre embedded bolt 1 is connected with rear increasing screw rod 5, pour at rear increasing screw rod 5 Concrete, forms the second concrete layer 7.
Pre embedded bolt 1 includes that with the connected mode of rear increasing screw rod 5 point cantact connection contacts connection with bar shaped face.
Referring specifically to shown in Fig. 1-4, pre embedded bolt 1 and rear increasing screw rod 5 connect for point cantact, and auxiliary is fixing Device 2 includes box body and the lid 4 being removably mounted on box body, and box body has some through holes, through hole Inside being fixed with reinforcing bar connector 3, reinforcing bar connector 3 one end connects pre embedded bolt 1, and the other end increases spiral shell after connecting Bar 5.
Referring specifically to shown in Fig. 5-8, pre embedded bolt 1 contacts connection with rear increasing screw rod 5 for bar shaped face, auxiliary Fixing device 2 includes box body and the lid 4 being removably mounted on box body, and box body has some through holes, Pre embedded bolt 1 is through through hole, and the rear screw rod 5 that increases overlaps fixing with the pre embedded bolt 1 through through hole.
Pre embedded bolt 1 is carried out pre-buried, for the first time after concreting, after inciting somebody to action before first time casting concrete Increase screw rod 5 to be attached with pre embedded bolt 1, then carry out second time concreting, thus realize segmentation The reliability of casting concrete bar connecting.The wherein built-in type reinforcing steel connector of point type correspondence beam, its screw rod It is relatively large in diameter, connects pre embedded bolt 1 and rear increasing screw rod 5 by reinforcing bar connector 3.Bar shaped face connects then corresponding The built-in type reinforcing steel connector of plate, its screw diameter is less, and the rear screw rod 5 that increases is by overlapping with pre embedded bolt 1 It is attached.The size of pre embedded bolt 1, rear increasing screw rod 5 and reinforcing bar connector 3 can be according to practice of construction requirement It is adjusted.
Pre embedded bolt 1 is fixed in template by auxiliary fixing device 2, it is achieved accurately determining of pre embedded bolt 1 Position is with fixing.Simultaneously as auxiliary fixing device 2 uses cassette arrangement, it is simple to this built-in type reinforcing steel connects The assembly of the pre-buried and outboard template of part.
This utility model is made up of pre embedded bolt 1, auxiliary fixing device 2, the rear screw rod 5 that increases.This design success The difficulty solving the concrete beam and board bar connecting needing segmentation to pour.So that segmentation pour mixed Xtah Crude Clay structure can carry out normal construction, in the case of not interfering with concrete surface flatness, protects simultaneously Beam, the reliability of plate bar connecting are demonstrate,proved.And the feasibility of segmentation casting craft has more promoted high-quality now The feasibility that xoncrete structure (such as clear-water concrete structure) produces, provides technology for modern excellent project Support.
Described above is only the general introduction of technical solutions of the utility model, in order to it is new to better understand this practicality The technological means of type, and can be practiced according to the content of description, below with preferable reality of the present utility model After executing example and coordinating accompanying drawing to describe in detail such as.
The above is only preferred implementation of the present utility model, is not limited to this utility model, should When pointing out, for those skilled in the art, without departing from this utility model know-why On the premise of, it is also possible to making some improvement and modification, these improve and modification also should be regarded as this utility model Protection domain.

Claims (6)

1. a built-in type reinforcing steel connector, it is characterised in that include that pre embedded bolt (1), described pre embedded bolt (1) one end have poured the first concrete layer (6), other end connection has auxiliary fixing device (2);
Described auxiliary fixing device (2) is box structure, including box body and the lid (4) being removably mounted on box body, described box body has some through holes, and described pre embedded bolt (1) is connected to the side of box body by through hole;
When removing lid (4), the opposite side of described box body connect have after increase screw rod (5), described after increase screw rod (5) and be connected with pre embedded bolt (1) and fix.
A kind of built-in type reinforcing steel connector the most according to claim 1, it is characterised in that described pre embedded bolt (1) includes that with the connected mode of rear increasing screw rod (5) point cantact connection contacts connection with bar shaped face.
A kind of built-in type reinforcing steel connector the most according to claim 2, it is characterized in that, described pre embedded bolt (1) and rear increasing screw rod (5) are that point cantact connects, described auxiliary fixing device (2) includes box body and the lid (4) being removably mounted on box body, some through holes are had on described box body, reinforcing bar connector (3) it is fixed with in described through hole, described reinforcing bar connector (3) one end connects pre embedded bolt (1), and the other end increases screw rod (5) after connecting.
A kind of built-in type reinforcing steel connector the most according to claim 2, it is characterized in that, described pre embedded bolt (1) is that bar shaped face contacts connection with rear increasing screw rod (5), described auxiliary fixing device (2) includes box body and the lid (4) being removably mounted on box body, some through holes are had on described box body, described pre embedded bolt (1) passes described through hole, described after increase screw rod (5) and overlap fixing with the pre embedded bolt (1) through through hole.
A kind of built-in type reinforcing steel connector the most according to claim 1, it is characterised in that described pre embedded bolt (1) and rear increasing screw rod (5) are straight thread screw rod.
A kind of built-in type reinforcing steel connector the most according to claim 5, it is characterised in that described pre embedded bolt (1) and the equal diameters of rear increasing screw rod (5).
CN201620202380.1U 2016-03-16 2016-03-16 Pre -buried formula reinforcing bar coupler Active CN205617662U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620202380.1U CN205617662U (en) 2016-03-16 2016-03-16 Pre -buried formula reinforcing bar coupler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620202380.1U CN205617662U (en) 2016-03-16 2016-03-16 Pre -buried formula reinforcing bar coupler

Publications (1)

Publication Number Publication Date
CN205617662U true CN205617662U (en) 2016-10-05

Family

ID=57031671

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620202380.1U Active CN205617662U (en) 2016-03-16 2016-03-16 Pre -buried formula reinforcing bar coupler

Country Status (1)

Country Link
CN (1) CN205617662U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672580A (en) * 2016-03-16 2016-06-15 中建三局集团有限公司 Embedded steel bar connecting piece and construction method thereof
CN112377678A (en) * 2020-09-30 2021-02-19 济南城建集团有限公司 Connecting structure and fixing method for fixing underground pipe gallery pipeline

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672580A (en) * 2016-03-16 2016-06-15 中建三局集团有限公司 Embedded steel bar connecting piece and construction method thereof
CN112377678A (en) * 2020-09-30 2021-02-19 济南城建集团有限公司 Connecting structure and fixing method for fixing underground pipe gallery pipeline

Similar Documents

Publication Publication Date Title
CN205617662U (en) Pre -buried formula reinforcing bar coupler
CN104264984B (en) Concrete structures formwork for casting and casting construction method
CN206784951U (en) A kind of concreting floorslab thickness control device
CN207553314U (en) A kind of concrete postposition beam anchor bar constructing structure
CN205421919U (en) Sealing device and stagnant water structure of post -cast strip or construction joint
CN108104287B (en) Concrete structure and the segmentation casting method for utilizing the concrete structure
CN207829011U (en) A kind of contrary sequence method well body retaining wall cover half device
CN104775831B (en) A kind of tunnel double-lining inverted arch exempts from short abutment wall arcing construction method with arch wall joint portion
CN106089248B (en) The construction method of tunnel inverted arch drain hole
CN206319404U (en) A kind of building precast exterior sheathing
CN107587723A (en) Top plate spool protection device and its construction method
CN109024144A (en) A kind of assembled road of municipal administration and its construction method
CN212507372U (en) Superimposed sheet pours mould split subassembly with seam hoist and mount
CN105780815B (en) The constructing device and method of diaphragm wall leakproof
CN209011845U (en) A kind of tunnel grouting structure
CN209341178U (en) The prefabricated dedicated wire box of superimposed sheet
CN207673351U (en) A kind of tunnel lining trolley end mould
CN205907878U (en) A anti hook assembly that floats that is used for cast -in -place hollow superstructure board
CN104612176B (en) A kind of device of molding reserving hole
CN206467772U (en) A kind of assembly concrete frame beam column attachment structure
CN106013253A (en) Connection node structure of metro transfer station and connection node construction method
CN207110276U (en) A kind of concrete wall and the flashing node at steel structure connection position
CN207775674U (en) Concrete road surface channel steel mould plate supporting device
CN209163453U (en) Hole presetting mold
CN206186053U (en) Arch prefabricated mould

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant