CN208329378U - A kind of lag construction concrete floor beam reinforced steel bar attachment device - Google Patents

A kind of lag construction concrete floor beam reinforced steel bar attachment device Download PDF

Info

Publication number
CN208329378U
CN208329378U CN201820369625.9U CN201820369625U CN208329378U CN 208329378 U CN208329378 U CN 208329378U CN 201820369625 U CN201820369625 U CN 201820369625U CN 208329378 U CN208329378 U CN 208329378U
Authority
CN
China
Prior art keywords
concrete floor
lag
vertical reinforcement
steel
attachment device
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
Application number
CN201820369625.9U
Other languages
Chinese (zh)
Inventor
陆永军
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201820369625.9U priority Critical patent/CN208329378U/en
Application granted granted Critical
Publication of CN208329378U publication Critical patent/CN208329378U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to technical field of building construction, in particular a kind of lag construction concrete floor beam reinforced steel bar attachment device, it include concrete floor and hollow steel plate, the inside of concrete floor is fixedly installed transverse steel and vertical reinforcement, the end of transverse steel and vertical reinforcement is equipped with screw thread, screw thread is connected to connecting tube, the one end of connecting tube far from transverse steel and vertical reinforcement is threaded with lag transverse steel and lag vertical reinforcement respectively, and the bottom of hollow steel plate is fixedly connected with supporting beam.The utility model is equipped with screw thread by the end of transverse steel and vertical reinforcement, screw thread is connected to connecting tube, transverse steel and vertical reinforcement are equipped with hollow framework, concrete floor sound construction, stabilization, stress performance greatly reinforces, lag construction greatly reduces concrete floor destruction, and the security performance of concrete floor not will receive destruction substantially.

Description

A kind of lag construction concrete floor beam reinforced steel bar attachment device
Technical field
The utility model relates to technical field of building construction more particularly to a kind of lag construction concrete floor beam reinforced steel bars Attachment device.
Background technique
With the development of Building technology, vertical structure prior to horizontal structure construct the case where it is more and more common, this is related to To anchorage problem of the beam reinforced steel bar in vertical structure of horizontal structure (such as: floor girder and board).So far, domestic construction master Method to be used is that embedded bar method, pre-embedded steel slab welding, template burrow the pre-buried method of joint bar, insertion expansion bolt welding And the chemical agent bar planting method that burrows.
These methods have certain problem urgently to be resolved.Embedded bar method after wall column concreting due to that will mix Solidifying soil, which is chiseled to pick pre-buried reinforcement metal straightening to dig, certain damage to the intensity of wall, column, and it is strong that bending also will affect reinforcing bar Degree;Pre-embedded steel slab welding is also due to the chisel that picks to wall column also will affect the intensity of wall column, and the quality being welded to connect cannot Guarantee, the application of steel plate also will increase cost;The template pre-buried method of joint bar that burrows has a damage to template, pretty troublesome, application when demoulding Limit to very much;Insertion expansion bolt welding will affect working bolt performance, and expansion bolt higher cost due to welding;And it burrows Chemical agent bar planting method special-purpose adhesive price is higher, and adhesive brittleness is larger, and bearing capacity is lower.
Utility model content
Purpose of the utility model is to solve disadvantages existing in the prior art, and a kind of lag construction proposed is mixed Solidifying Tulou face beam reinforced steel bar attachment device.
To achieve the goals above, the utility model adopts the technical scheme that
A kind of lag construction concrete floor beam reinforced steel bar attachment device, includes concrete floor and hollow steel plate, institute The inside for stating concrete floor is fixedly installed transverse steel and vertical reinforcement, and the end of the transverse steel and vertical reinforcement is equal Equipped with screw thread, the screw thread is connected to connecting tube, and the connecting tube is distinguished far from one end of transverse steel and vertical reinforcement It is threaded with lag transverse steel and lag vertical reinforcement, the bottom of the hollow steel plate is fixedly connected with supporting beam.
Preferably, the transverse steel and vertical reinforcement are equipped with hollow framework.
Preferably, the concrete floor is fixedly connected on hollow steel plate.
Preferably, the supporting beam is preferably drum girder steel.
Preferably, the basal plane of the supporting beam offers threaded hole, and the inner wall of the threaded hole is equipped with screw.
Preferably, the screw passes through hollow steel plate.
Compared with prior art, the utility model has the beneficial effects that
1, transverse steel and vertical reinforcement, transverse steel and vertical reinforcement are fixedly installed by the inside of concrete floor End be equipped with screw thread, screw thread is connected to connecting tube, and transverse steel and vertical reinforcement are equipped with hollow framework, concrete Floor structure is secured, stablizes, and stress performance greatly reinforces.
2, one end by connecting tube far from transverse steel and vertical reinforcement be threaded with respectively lag transverse steel and Vertical reinforcement is lagged, lag construction greatly reduces concrete floor destruction, and the security performance of concrete floor substantially will not be by To destruction.
3, hollow steel plate is fixedly connected on by concrete floor, supporting beam is preferably drum girder steel, the basal plane of supporting beam Offering threaded hole, the inner wall of the threaded hole is equipped with screw, it ensure that the safety of reinforcing bar and concrete floor, fixation, The features such as toughness is strong, antidetonation.
In the utility model, it is not directed to part in the device and is the same as those in the prior art or can be used the prior art and be subject to reality Existing, the construction of the utility model lag greatly reduces concrete floor destruction, and the security performance of concrete floor substantially will not be by To destruction.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of lag construct the whole knot of concrete floor beam reinforced steel bar attachment device Structure schematic diagram;
Fig. 2 be the utility model proposes a kind of the construct part of concrete floor beam reinforced steel bar attachment device of lag be Structural schematic diagram;
Fig. 3 be the utility model proposes a kind of lag construct concrete floor beam reinforced steel bar attachment device part knot Structure schematic diagram.
In figure: 1 concrete floor, 2 shape steel plates, 3 transverse steels, 4 vertical reinforcements, 5 screw threads, 6 connecting tubes, 7 hollow frameworks, 8 lag transverse steels, 9 lag vertical reinforcements, 10 supporting beams, 11 threaded holes, 12 screws.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
In the description of the present invention, it should be understood that term " on ", "lower", "front", "rear", "left", "right", The orientation or positional relationship of the instructions such as "top", "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
Fig. 1-3 is please referred to, a kind of lag construction concrete floor beam reinforced steel bar attachment device, includes concrete floor 1 With hollow steel plate 2, the inside of the concrete floor 1 is fixedly installed transverse steel 3 and vertical reinforcement 4, the transverse steel 3 It is equipped with screw thread 5 with the end of vertical reinforcement 4, the screw thread 5 is threadedly connected to connecting tube 6, and the connecting tube 6 is far from lateral steel One end of muscle 3 and vertical reinforcement 4 is threaded with lag transverse steel 8 and lag vertical reinforcement 9, the hollow steel plate 2 respectively Bottom be fixedly connected with supporting beam 10.
The transverse steel 3 and vertical reinforcement 4 are equipped with hollow framework 7.
The concrete floor 1 is fixedly connected on hollow steel plate 2.
The supporting beam 10 is preferably drum girder steel.
The basal plane of the supporting beam 10 offers threaded hole 11, and the inner wall of the threaded hole 11 is equipped with screw 12.
The screw 12 passes through hollow steel plate 2.
The working process of the utility model is as follows: it is fixedly installed in practical work process by the inside of concrete floor 1 There are a transverse steel 3 and vertical reinforcement 4, the end of transverse steel 3 and vertical reinforcement 4 is equipped with screw thread 5, and screw thread 5 is threadedly connected to Connecting tube 6, transverse steel 3 and vertical reinforcement 4 are equipped with hollow framework 7, concrete floor sound construction, stabilization, stress performance It greatly reinforces;One end by connecting tube 6 far from transverse steel 3 and vertical reinforcement 4 is threaded with lag transverse steel 8 respectively With lag vertical reinforcement 9, lag construction greatly reduces concrete floor destruction, and the security performance of concrete floor substantially will not It is destroyed;It is fixedly connected on hollow steel plate 2 by concrete floor 1, supporting beam 10 is preferably drum girder steel, supporting beam 10 Basal plane offers threaded hole 11, and the inner wall of the threaded hole 11 is equipped with screw 12, ensure that the safety of reinforcing bar and concrete floor, The features such as fixation, toughness is strong, antidetonation.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.

Claims (6)

  1. The concrete floor beam reinforced steel bar attachment device 1. a kind of lag is constructed, includes concrete floor (1) and hollow steel plate (2), which is characterized in that the inside of the concrete floor (1) is fixedly installed transverse steel (3) and vertical reinforcement (4), described The end of transverse steel (3) and vertical reinforcement (4) is equipped with screw thread (5), and the screw thread (5) is threadedly connected to connecting tube (6), institute State connecting tube (6) be threaded with respectively far from one end of transverse steel (3) and vertical reinforcement (4) lag transverse steel (8) and It lags vertical reinforcement (9), the bottom of the hollow steel plate (2) is fixedly connected with supporting beam (10).
  2. The concrete floor beam reinforced steel bar attachment device 2. a kind of lag according to claim 1 is constructed, which is characterized in that institute It states transverse steel (3) and vertical reinforcement (4) is equipped with hollow framework (7).
  3. The concrete floor beam reinforced steel bar attachment device 3. a kind of lag according to claim 1 is constructed, which is characterized in that institute It states concrete floor (1) and is fixedly connected on hollow steel plate (2).
  4. The concrete floor beam reinforced steel bar attachment device 4. a kind of lag according to claim 1 is constructed, which is characterized in that institute Stating supporting beam (10) is preferably drum girder steel.
  5. The concrete floor beam reinforced steel bar attachment device 5. a kind of lag according to claim 1 is constructed, which is characterized in that institute The basal plane for stating supporting beam (10) offers threaded hole (11), and the inner wall of the threaded hole (11) is equipped with screw (12).
  6. The concrete floor beam reinforced steel bar attachment device 6. a kind of lag according to claim 5 is constructed, which is characterized in that institute Screw (12) are stated across hollow steel plate (2).
CN201820369625.9U 2018-03-17 2018-03-17 A kind of lag construction concrete floor beam reinforced steel bar attachment device Expired - Fee Related CN208329378U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820369625.9U CN208329378U (en) 2018-03-17 2018-03-17 A kind of lag construction concrete floor beam reinforced steel bar attachment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820369625.9U CN208329378U (en) 2018-03-17 2018-03-17 A kind of lag construction concrete floor beam reinforced steel bar attachment device

Publications (1)

Publication Number Publication Date
CN208329378U true CN208329378U (en) 2019-01-04

Family

ID=64782969

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820369625.9U Expired - Fee Related CN208329378U (en) 2018-03-17 2018-03-17 A kind of lag construction concrete floor beam reinforced steel bar attachment device

Country Status (1)

Country Link
CN (1) CN208329378U (en)

Similar Documents

Publication Publication Date Title
CN107227808B (en) A kind of buckling-restrained steel plate shear force wall system of full assembled
CN201339313Y (en) Scaffold wall connecting piece
CN202139833U (en) Cantilever scaffold for building construction
CN212534174U (en) Raft foundation steel bar supporting tool
CN204983662U (en) To drawing screw rod and steel pipe framed bent combination unilateral formwork device
CN113356551A (en) Cantilever frame structure
CN106320704A (en) Steel reinforced concrete structure formwork sleeve threaded rod pulling construction method
CN206917265U (en) A kind of adjustable small bore beam side reinforcement tools
CN201883532U (en) Steel column and beam steel connecting joint structure in stiff structure
CN208280453U (en) Girder with rolled steel section en cased in concrete lacing wire constructing device
CN208455838U (en) A kind of anti-float anchor rod loading test cold rolling girder steel
CN208815676U (en) Band steel pipe concrete column and section steel beam interior joint connection structure
CN208329378U (en) A kind of lag construction concrete floor beam reinforced steel bar attachment device
CN102400552B (en) Boundary beam upper-port anti-expansion mold reinforcing device
CN110005194A (en) A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing
CN206360399U (en) The existing reinforced concrete coupling beam bracing means of one species " doubly-linked beam "
CN104746791B (en) Semirigid frame-interior fills out regeneration concrete wallboard and manufacture method
CN201649686U (en) Novel anti-seismic reinforced constructional column
CN203640257U (en) Support of overhanging type scaffold
CN101311482A (en) Bolt reinforced structure for steel column foot
CN205977241U (en) A steel shotcrete for native tunnel
CN206753043U (en) A kind of Structure Beam-column node Hou Jiao areas mould plate supporting device
CN108412052A (en) A kind of anti-float anchor rod loading test cold rolling girder steel
CN202611223U (en) Recyclable bolt type scaffold wall connection piece
CN215519967U (en) Bathroom superelevation anti-bank secondary structure template reinforcing apparatus

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: 20190104

Termination date: 20200317