CN110185265A - A kind of isolation baffle plate for bean column node different labels concreting - Google Patents

A kind of isolation baffle plate for bean column node different labels concreting Download PDF

Info

Publication number
CN110185265A
CN110185265A CN201910411733.7A CN201910411733A CN110185265A CN 110185265 A CN110185265 A CN 110185265A CN 201910411733 A CN201910411733 A CN 201910411733A CN 110185265 A CN110185265 A CN 110185265A
Authority
CN
China
Prior art keywords
square steel
steel tube
concreting
different labels
column node
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.)
Pending
Application number
CN201910411733.7A
Other languages
Chinese (zh)
Inventor
杨旭
梁广远
韩光瑞
汪从
董健
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.)
MCC5 Group Shanghai Corp Ltd
Original Assignee
MCC5 Group Shanghai Corp 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 MCC5 Group Shanghai Corp Ltd filed Critical MCC5 Group Shanghai Corp Ltd
Priority to CN201910411733.7A priority Critical patent/CN110185265A/en
Publication of CN110185265A publication Critical patent/CN110185265A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

A kind of isolation baffle plate for bean column node different labels concreting, baffle is strip baffle, including two square steel tubes, two vertical square steel tubes in inside elevationally outward, it is characterised in that: described two elevationally outward square steel tube be strip baffle two outside blend stops;The inside of two outside blend stops is arranged in the vertical square steel tube in two insides, solid welding steel plate between the vertical square steel tube in two insides, wherein: two elevationally outward the distance between square steel tube be equal to beam width, certain neutral gear is set for interting the main reinforcement into beam between the vertical square steel tube of square steel tube and inside elevationally outward.Isolation baffle plate for the concreting of bean column node different labels of the invention has baffle arrangement simple, easy to make, baffle plug is convenient, it is more high-efficient than conventional isolating tool, effect is good, can be recycled, the advantages of saving artificial, Master Cost and reduce engineering cost.

Description

A kind of isolation baffle plate for bean column node different labels concreting
Technical field
The present invention relates to a kind of sub-barriers of concrete pouring construction, specifically, being a kind of for bean column node The isolation baffle plate of different labels concreting.
Background technique
Cao Feidian integrates bonded area innovation undertaking center projects, 5#, 6# apartment basement one column strength grade of concrete For C50, beam slab concrete strength C35, column, beam strength grade of concrete differ two-stage or more.Column, beam, board concrete Ying Tong One batch pours, and first pours beam column core space node, then casting beams board concrete;Beam column core space node concrete strength grade Same column, core space are extended 500mm into beam from column side and are made into the inclined-plane 45o as different labels concrete separating section, section Place should take battice measure, to trickle when preventing core space concreting, vibrating to beam slab.
Column, the usual manner of beam core space different labels concrete partition are using winding steel wire net on girder reinforcing bar or easy fastly High ribbed formwork, which are taken a lot of work material.If steel wire binding loosely is easy to be broken through by concrete that core space concrete is caused to enter beam It is interior, and steel wire can not recycle and reuse.
Therefore the partition mode of known steel wire or fast-easy closing-up net there are problems that it is above-mentioned various inconvenient and.
Summary of the invention
The purpose of the present invention, be to propose it is a kind of can be recycled for the concreting of bean column node different labels Isolation baffle plate.
To achieve the above object, the technical solution of the invention is as follows:
A kind of isolation baffle plate for bean column node different labels concreting, baffle are outside strip baffle, including two The vertical square steel tube in side, two vertical square steel tubes in inside, it is characterised in that:
Described two elevationally outward square steel tube be strip baffle two outside blend stops;
The inside of two outside blend stops, solid welding steel between the vertical square steel tube in two insides is arranged in the vertical square steel tube in two insides Plate;The square steel tube and two insides vertical square steel tube elevationally outward of the top of strip baffle top transverse direction square steel tube and two Upper end is welded admittedly, and lower, transverse square steel tube, lower, transverse square steel tube and top transverse direction square steel is arranged in the lower part of lateral square steel tube Pipe is parallel, and welds admittedly with each vertical square steel tube;
Wherein: two the distance between square steel tube is equal to the width of beam elevationally outward, and square steel tube and inside are vertically square elevationally outward Certain neutral gear is set between steel pipe for interting the main reinforcement into beam.
Isolation baffle plate for the concreting of bean column node different labels of the invention can also use technology below Measure further realizes.
It is previously described for the isolation baffle plate of bean column node different labels concreting, wherein further including in top transverse direction side Handle is arranged in the upper surface of steel pipe.
It is previously described for the isolation baffle plate of bean column node different labels concreting, wherein the square steel tube elevationally outward Specification be 20*20mm.
Be previously described for the isolation baffle plate of bean column node different labels concreting, wherein the steel plate thickness be >= 2mm。
It is previously described for the isolation baffle plate of bean column node different labels concreting, wherein the handle material is diameter >=10mm round steel.
After adopting the above technical scheme, the isolation baffle plate for the concreting of bean column node different labels of the invention has It has the advantage that
1, baffle arrangement is simple, easy to make;
2, baffle plug is convenient, more high-efficient than conventional isolating tool, effect is good, can be recycled;
3, artificial, Master Cost is saved, engineering cost is reduced.
Detailed description of the invention
Fig. 1 is the baffle arrangement schematic diagram of the embodiment of the present invention;
Fig. 2 is that the baffle of the embodiment of the present invention uses position view, and baffle is inserted into different labels concrete seam.
In figure: 1 the 1st vertical square steel tube, 2 the 2nd vertical square steel tubes, 3 steel plates, 4 the 1st lateral square steel tubes, 5 the 2nd lateral square steel Pipe, 6 handles, 7 different labels concrete seams.
Specific embodiment
With reference to embodiments and its attached drawing further explains the present invention.
Embodiment 1
Isolation baffle plate for the concreting of bean column node different labels of the invention, baffle are strip baffle, including two Root square steel tube, two vertical square steel tubes in inside elevationally outward.
It is the baffle arrangement schematic diagram of the embodiment of the present invention referring now to Fig. 1, Fig. 1.As shown, two the 1st vertical sides Steel pipe 1 is two outside blend stops of strip baffle.Two the 2nd vertical square steel tubes 2 are arranged in the inside of the 1st vertical square steel tube 1, and two Solid welding steel plate 3, steel plate thickness 2mm between the vertical square steel tube 2 of root the 2nd.The 1st lateral square steel tube 4 of the top of strip baffle It is welded admittedly with the upper end of two the 1st vertical square steel tubes and the 2nd vertical square steel tube, and in the lower part setting the 2nd of the 1st lateral square steel tube 4 The lateral square steel tube of lateral square steel tube the 5, the 2nd is parallel with the 1st lateral square steel tube, and welds admittedly with each vertical square steel tube.
Wherein: the distance between two the 1st vertical square steel tubes 1 are equal to the width of beam, and the 1st vertical square steel tube 1 and the 2nd is vertical The distance between square steel tube 2 is equal to the diameter for interting the main reinforcement into beam.The specification of all vertical square steel tubes and lateral square steel tube is 20*20mm.Handle 6 is set in the upper surface of the 1st lateral square steel tube, handle material is diameter 10mm round steel.
Isolation baffle plate application method for the concreting of bean column node different labels of the invention:
(1) before the concreting to bottom elevation of beam column core space, baffle is inserted into different labels section junction, according to design It is required that column side enters beam 500mm, the oblique insertion in the angle 45o, top uses beam stirrup as temporary support, is not necessarily to binding and fixing;Fig. 2 is The baffle of the embodiment of the present invention uses position view, and baffle is inserted into different labels concrete seam 7.
(2) beam column core space concreting and after vibrating, need to stop 1 ~ 2 hour, concrete has certain adhesive aggregation Power and before initial set, baffle is extracted and goes to next place's core space week is recycled, at this time must casting beams board concrete in time, Concrete, which connects a batch position and vibrates, should meet arrangement and method for construction requirement.
The present invention has substantive distinguishing features and significant technological progress, and of the invention is used for bean column node different labels coagulation The isolation baffle plate that soil pours, barrier width can be adjusted with deck-siding, and square steel tube quantity and clear distance are with beam muscle quantity and beam muscle diameter tune It is whole;Baffle is equipped with quantity and is configured according to single layer beam column core space reasonable quantity.Of the invention is mixed for bean column node different labels The isolation baffle plate that solidifying soil pours can be recycled, more high-efficient than conventional isolating tool, effect is good, can save labour turnover, and reduce Repair rate avoids the consumption of core space gusset material.
Above embodiments are used for illustrative purposes only, rather than limitation of the present invention, the technology people in relation to technical field Member, without departing from the spirit and scope of the present invention, can also make various transformation or variation.Therefore, all equivalent Technical solution also should belong to scope of the invention, should be limited by each claim.

Claims (5)

1. a kind of isolation baffle plate for bean column node different labels concreting, baffle is strip baffle, including two Square steel tube, two vertical square steel tubes in inside elevationally outward, it is characterised in that:
Described two elevationally outward square steel tube be strip baffle two outside blend stops;
The inside of two outside blend stops, solid welding steel between the vertical square steel tube in two insides is arranged in the vertical square steel tube in two insides Plate;The square steel tube and two insides vertical square steel tube elevationally outward of the top of strip baffle top transverse direction square steel tube and two Upper end is welded admittedly, and lower, transverse square steel tube, lower, transverse square steel tube and top transverse direction square steel is arranged in the lower part of lateral square steel tube Pipe is parallel, and welds admittedly with each vertical square steel tube;
Wherein: two the distance between square steel tube is equal to the width of beam elevationally outward, and square steel tube and inside are vertically square elevationally outward Certain neutral gear is set between steel pipe for interting the main reinforcement into beam.
2. being used for the isolation baffle plate of bean column node different labels concreting as described in claim 1, which is characterized in that also Including handle is arranged in the upper surface of top transverse direction square steel tube.
3. being used for the isolation baffle plate of bean column node different labels concreting as described in claim 1, which is characterized in that institute The specification for stating square steel tube elevationally outward is 20*20mm.
4. being used for the isolation baffle plate of bean column node different labels concreting as described in claim 1, which is characterized in that institute Stating steel plate thickness is >=2mm.
5. being used for the isolation baffle plate of bean column node different labels concreting as claimed in claim 2, which is characterized in that institute Stating handle material is diameter >=10mm round steel.
CN201910411733.7A 2019-05-17 2019-05-17 A kind of isolation baffle plate for bean column node different labels concreting Pending CN110185265A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910411733.7A CN110185265A (en) 2019-05-17 2019-05-17 A kind of isolation baffle plate for bean column node different labels concreting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910411733.7A CN110185265A (en) 2019-05-17 2019-05-17 A kind of isolation baffle plate for bean column node different labels concreting

Publications (1)

Publication Number Publication Date
CN110185265A true CN110185265A (en) 2019-08-30

Family

ID=67716614

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910411733.7A Pending CN110185265A (en) 2019-05-17 2019-05-17 A kind of isolation baffle plate for bean column node different labels concreting

Country Status (1)

Country Link
CN (1) CN110185265A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112196263A (en) * 2020-09-15 2021-01-08 河南省工建集团有限责任公司 Pouring device and method for beam slab column concrete engineering with different strength grades
CN112411747A (en) * 2020-11-27 2021-02-26 河北天昕建设集团有限公司 Concrete separate pouring construction method for different strength grades at beam column joints
CN113668588A (en) * 2021-08-20 2021-11-19 中建五局土木工程有限公司 Efficient backfill construction method for large-scale assembled steel plate box factory building foundation

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206128649U (en) * 2016-09-30 2017-04-26 深圳市建工集团股份有限公司 Separating device that concrete placement used
CN107013035A (en) * 2017-06-01 2017-08-04 中建二局第二建筑工程有限公司 Different labels concrete blocking apparatus and construction method
CN207079816U (en) * 2017-07-12 2018-03-09 中建二局第三建筑工程有限公司 High low-grade concrete intercepts fast plate

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206128649U (en) * 2016-09-30 2017-04-26 深圳市建工集团股份有限公司 Separating device that concrete placement used
CN107013035A (en) * 2017-06-01 2017-08-04 中建二局第二建筑工程有限公司 Different labels concrete blocking apparatus and construction method
CN207079816U (en) * 2017-07-12 2018-03-09 中建二局第三建筑工程有限公司 High low-grade concrete intercepts fast plate

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
无: "《附件1》", 19 March 2013 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112196263A (en) * 2020-09-15 2021-01-08 河南省工建集团有限责任公司 Pouring device and method for beam slab column concrete engineering with different strength grades
CN112196263B (en) * 2020-09-15 2022-04-05 河南省工建集团有限责任公司 Pouring device and method for beam slab column concrete engineering with different strength grades
CN112411747A (en) * 2020-11-27 2021-02-26 河北天昕建设集团有限公司 Concrete separate pouring construction method for different strength grades at beam column joints
CN113668588A (en) * 2021-08-20 2021-11-19 中建五局土木工程有限公司 Efficient backfill construction method for large-scale assembled steel plate box factory building foundation
CN113668588B (en) * 2021-08-20 2022-10-11 中建五局土木工程有限公司 Efficient backfill construction method for large-scale assembled steel plate box factory building foundation

Similar Documents

Publication Publication Date Title
CN110185265A (en) A kind of isolation baffle plate for bean column node different labels concreting
CN106968381B (en) Assembled prefabricated shear wall and superimposed sheet node connected by combined grouting sleeve
CN105863046A (en) Prefabricated assembly type beam column joint connecting process
CN207331428U (en) A kind of O-shaped reinforcing steel bar connecting device of concrete plate beam
CN206707124U (en) Prefabricated assembling type reinforced concrete component with joint of steel structure
CN104746892B (en) Construction method that joist demolishes walls device and joist is demolished walls
CN104863271B (en) A kind of steel core concrete column reinforced beam joint connecting method
CN108797638A (en) Integrated assembled piping lane based on composite bottom board and its construction method
CN207919746U (en) A kind of prefabricated node of high-strength high concrete assembled frame of ductility
CN108035437A (en) A kind of prefabricated node of the high-strength high concrete assembled frame of ductility and connection method
CN206396966U (en) A kind of assembled laminated floor slab plate seam node component
CN107724540A (en) Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates
CN110241848B (en) Method for connecting precast pile of retaining wall and precast retaining plate
CN108396630A (en) The big box-beam structure of precast concrete with the connection of wet seam direction across bridge
CN210164046U (en) Prefabricated girder of assembled and secondary beam connected node structure
CN209397712U (en) The connection structure of antidetonation steel pipe in a kind of shear wall
CN207498814U (en) The longitudinal spliced structure of highway hollow slab girder and fixture
CN206753043U (en) A kind of Structure Beam-column node Hou Jiao areas mould plate supporting device
CN106012808B (en) A kind of Wavelike steel webplate profiled sheet combination beam and its construction method
CN107905368A (en) A kind of assembled beam and assembled column connection structure and construction method
CN110512728B (en) Assembly type building superposed lotus root beam column node structure and construction method thereof
CN217461598U (en) Beam column node reinforced structure containing pi type steel sheet
CN212129623U (en) Laminated slab support connection structure
CN108590042A (en) A kind of multi-functional stirrup for controlling cover to reinforcement and slab thickness
CN217399456U (en) Pier beam consolidation structure of steel box girder bridge

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20190830