CN203200982U - Steel bar truss buckling hanging type floor support plate - Google Patents

Steel bar truss buckling hanging type floor support plate Download PDF

Info

Publication number
CN203200982U
CN203200982U CN 201320150754 CN201320150754U CN203200982U CN 203200982 U CN203200982 U CN 203200982U CN 201320150754 CN201320150754 CN 201320150754 CN 201320150754 U CN201320150754 U CN 201320150754U CN 203200982 U CN203200982 U CN 203200982U
Authority
CN
China
Prior art keywords
steel bar
support plate
floor support
type floor
hanging type
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
CN 201320150754
Other languages
Chinese (zh)
Inventor
陈永德
叶键
刘继国
叶兰天
茅立安
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.)
South Rainbow new building materials Co Ltd
Original Assignee
ZHEJIANG REEBO BUILDING MATERIALS 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 ZHEJIANG REEBO BUILDING MATERIALS CO Ltd filed Critical ZHEJIANG REEBO BUILDING MATERIALS CO Ltd
Priority to CN 201320150754 priority Critical patent/CN203200982U/en
Application granted granted Critical
Publication of CN203200982U publication Critical patent/CN203200982U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

The utility model belongs to the technical field of building appliances, and particularly relates to a steel bar truss buckling hanging type floor support plate. The steel bar truss buckling hanging type floor support plate comprises a bottom die and a steel bar truss, wherein two lower chord steel bars are welded on the lower portion of the steel bar truss, two rows of corresponding hanging pieces are fixedly arranged on the bottom die, a clamping groove is formed in each hanging piece, the two lower chord steel bars are arranged in the clamping grooves formed in the two rows of hanging pieces, and support steel bars are arranged on the bottom die and are located at the two ends of the steel bar truss. The steel bar truss buckling hanging type floor support plate has the advantages that pouring is more convenient during construction, time and labor are saved, construction efficiency is greatly improved, and construction intensity of workers is greatly relived.

Description

A kind of steel bar girder blooking-hanging type floor support plate
Technical field
The utility model belongs to the building appliance technical field, relates in particular to a kind of steel bar girder blooking-hanging type floor support plate.
Background technology
In building field, particularly in the building of the bottom of the building plate of building, traditional casting method is to build first a bottom formwork at present, and then the scene is covered with reinforcing bar on the bottom formwork, at last at concreting on bottom.Concrete and reinforcing bar mix the last bottom of the building plate that forms.The mode of building of this type of bottom of the building plate exists following defective: the one,, need to build a bottom formwork, virtually increased the cost of construction, improved expense; The 2nd,, need the scene to wire-tie, expend time in very much, affect again the progress of construction when strengthening site operation personnel's workload.
Summary of the invention
The purpose of this utility model is to solve above-described technical problem, and a kind of steel bar girder blooking-hanging type floor support plate is provided, and its technical scheme is as follows:
A kind of steel bar girder blooking-hanging type floor support plate, described steel bar girder blooking-hanging type floor support plate comprises bed die and steel bar girder, the bottom of described steel bar girder is welded with two lower edge reinforcing bars, stationary distribution has the mutually suspension member of correspondence of two rows on the described bed die, offer draw-in groove on the described suspension member, described two lower edge reinforcing bars are located in the draw-in groove of two row's suspension members, and the place, two ends that is positioned at steel bar girder on the described bed die is provided with the bearing reinforcing bar.
Optimal way is that described suspension member is the plastics suspension member, described plastics suspension member employing PPC powder die cast.
Optimal way is that described suspension member is fixed by screws on the bed die.
Optimal way is, described bed die is the bamboo offset plate, and described bamboo offset plate thickness is 12 mm-15mm.
The steel bar girder blooking-hanging type floor support plate that the utility model provides, in use, steel bar girder blooking-hanging type floor support plate is that reinforcing bar is become steel bar girder in factory process, and the floor support plate that steel bar girder and bed die are linked into an integrated entity with plastics suspension member and screw machine.Reinforcing bar forms truss, bears the construction period load, and bed die is held water-bearing concreae.At the construction field (site), with several steel bar girder blooking-hanging type floor support plate combination supports on the cement beam, then colligation truss connecting reinforcement, bearing additional bar and distribution reinforcement, last fluid concrete just forms Truss Deck Concrete Slab.After using, can lay down screw so that the plastics suspension member separates with bed die so that bed die again be recycled utilization.
Suspension member described in the utility model is the plastics suspension member, and described plastics suspension member adopts PPC powder die cast.Adopt the plastics suspension member of PPC powder die cast can be so that whole result of use is better, so owing to being that the plastics suspension member material made of PPC powder is lighter, being convenient to transportation and installing.
Suspension member described in the utility model is fixed by screws on the bed die.Can make things convenient for separating of bed die and suspension member.
Bed die described in the utility model is the bamboo offset plate, and described bamboo offset plate thickness is 12 mm-15mm, can better play the effect of support.
Suspension member described in the utility model can also guarantee that the protective layer thickness of concrete floor middle and lower part reinforcing bar is able to accurate control.
PPC described in the utility model, English full name Poly propylene carbonate, Chinese is: lined polymethyl ethylene carbonate is called again poly (propylene carbonate), is to cause that the main atmospheric carbon dioxide of " greenhouse effect " is the environment-friendly type plastic of a kind of Wholly-degradable that raw material synthesized.
The utility model so that when building build more easy, save time, laborsaving, improve largely efficiency of construction and reduce workman's construction intensity.Be applicable to general industry and civilian construction floor and roof system, general structure operating platform, municipal viaduct bridge floor etc.
Description of drawings
Fig. 1 schematic diagram of the present utility model.
Fig. 2 the utility model lateral view.
The specific embodiment
Specify embodiment below in conjunction with Fig. 1 and Fig. 2:
A kind of steel bar girder blooking-hanging type floor support plate, described steel bar girder blooking-hanging type floor support plate comprises bed die 1 and steel bar girder 2, the bottom of described steel bar girder 2 is welded with two lower edge reinforcing bars 3, stationary distribution has the mutually suspension member 4 of correspondence of two rows on the described bed die 1, offer draw-in groove 5 on the described suspension member 4, described two lower edge reinforcing bars 3 are located in the draw-in groove 5 of two row's suspension members 4, and the place, two ends that is positioned at steel bar girder 2 on the described bed die 1 is provided with bearing reinforcing bar 6.
Optimal way is that described suspension member 4 is the plastics suspension member, described plastics suspension member employing PPC powder die cast.
Optimal way is that described suspension member 4 is fixed on the bed die 1 by screw 7.
Optimal way is, described bed die is the bamboo offset plate, and described bamboo offset plate thickness is 12 mm-15mm.
The steel bar girder blooking-hanging type floor support plate that the utility model provides, in use, steel bar girder blooking-hanging type floor support plate is that reinforcing bar is become steel bar girder in factory process, and the floor support plate that steel bar girder and bed die are linked into an integrated entity with plastics suspension member and screw machine.Reinforcing bar forms truss, bears the construction period load, and bed die is held water-bearing concreae.At the construction field (site), steel bar girder blooking-hanging type floor support plate is bearing on the cement beam, then colligation truss connecting reinforcement, bearing additional bar and distribution reinforcement, last fluid concrete just forms Truss Deck Concrete Slab.

Claims (4)

1. steel bar girder blooking-hanging type floor support plate, it is characterized in that, described steel bar girder blooking-hanging type floor support plate comprises bed die and steel bar girder, the bottom of described steel bar girder is welded with two lower edge reinforcing bars, stationary distribution has the mutually suspension member of correspondence of two rows on the described bed die, offer draw-in groove on the described suspension member, described two lower edge reinforcing bars are located in the draw-in groove of two row's suspension members, and the place, two ends that is positioned at steel bar girder on the described bed die is provided with the bearing reinforcing bar.
2. steel bar girder blooking-hanging type floor support plate as claimed in claim 1 is characterized in that, described suspension member is the plastics suspension member, and described plastics suspension member adopts PPC powder die cast.
3. steel bar girder blooking-hanging type floor support plate as claimed in claim 1 is characterized in that, described suspension member is fixed by screws on the bed die.
4. steel bar girder blooking-hanging type floor support plate as claimed in claim 1 is characterized in that, described bed die is the bamboo offset plate, and described bamboo offset plate thickness is 12 mm-15mm.
CN 201320150754 2013-03-29 2013-03-29 Steel bar truss buckling hanging type floor support plate Expired - Fee Related CN203200982U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320150754 CN203200982U (en) 2013-03-29 2013-03-29 Steel bar truss buckling hanging type floor support plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320150754 CN203200982U (en) 2013-03-29 2013-03-29 Steel bar truss buckling hanging type floor support plate

Publications (1)

Publication Number Publication Date
CN203200982U true CN203200982U (en) 2013-09-18

Family

ID=49145102

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320150754 Expired - Fee Related CN203200982U (en) 2013-03-29 2013-03-29 Steel bar truss buckling hanging type floor support plate

Country Status (1)

Country Link
CN (1) CN203200982U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195200A (en) * 2013-03-29 2013-07-10 浙江锐博建材有限公司 Steel bar truss buckle hanging type floor support plate
CN103726600A (en) * 2013-11-21 2014-04-16 智房科技股份有限公司 Steel bar truss, steel bar truss floor bearing plate of steel bar truss, and steel bar truss composite slab of steel bar truss
CN109505381A (en) * 2017-09-14 2019-03-22 天津地天泰钢铁集成有限公司 A kind of connection fastener and the detachable reinforcing steel truss floor support plate using the fastener

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195200A (en) * 2013-03-29 2013-07-10 浙江锐博建材有限公司 Steel bar truss buckle hanging type floor support plate
CN103726600A (en) * 2013-11-21 2014-04-16 智房科技股份有限公司 Steel bar truss, steel bar truss floor bearing plate of steel bar truss, and steel bar truss composite slab of steel bar truss
CN103726600B (en) * 2013-11-21 2015-11-18 智房科技股份有限公司 Steel bar girder and steel bar truss floor support plate thereof and steel bar girder superimposed sheet
CN109505381A (en) * 2017-09-14 2019-03-22 天津地天泰钢铁集成有限公司 A kind of connection fastener and the detachable reinforcing steel truss floor support plate using the fastener

Similar Documents

Publication Publication Date Title
CN103195200A (en) Steel bar truss buckle hanging type floor support plate
CN203200982U (en) Steel bar truss buckling hanging type floor support plate
CN205276628U (en) Combination system of superimposed sheet bottom plate truss
CN202689536U (en) Ultra-high concrete beam and slab structure template erecting system
CN201794297U (en) Early-dismantling formwork support system for large-span cast-in-place beam ribbed floorslabs
CN204645348U (en) Reinforced mesh composite roof truss prestressing force self-compacting concrete superimposed sheet
CN202000265U (en) Concrete construction formwork for high pier of bridge
CN202658765U (en) Keel framework concrete anti-crack filling wall
CN202108245U (en) Adjustable double-layer jack
CN204645347U (en) The laminated floor slab that two-way abdomen gusset steel bar girder is formed
CN105442737A (en) Novel composite heat insulation floor board and construction method thereof
CN104295089A (en) Support system of cast-in-place concrete GBF honeycomb core dense-rib floor system
CN105155855A (en) Arrangement method of short-span negative-moment reinforcing steel bars of assembled core post-grouted concrete plates
CN107201796B (en) A kind of truss plate
CN109518861A (en) A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall
CN102418417B (en) Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system
CN212957172U (en) Template box-type superstructure is exempted from to assembled
CN103526877B (en) A kind of precast concrete
CN207727843U (en) A kind of glomeration assembled architecture collar tie beam
CN204282824U (en) Prefabricated setting prop rises beam composite frame structure
CN207633574U (en) One kind exempting from formwork glomeration assembly of shear wall structure
CN210685149U (en) Triangular steel bar truss welding type concrete prefabricated bottom plate
CN102454298A (en) Method for constructing large-sized reinforced concrete frame beam
CN208545967U (en) A kind of contrary sequence method ring beam construction bottom die setting tool
CN105803919A (en) Prefabricated assembled steel-concrete combined bridge structure and installation method thereof

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: NANFANG RUIBO NEW BUILDING MATERIAL CO., LTD.

Free format text: FORMER OWNER: ZHEJIANG REEBO BUILDING MATERIALS CO., LTD.

Effective date: 20150318

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 313200 HUZHOU, ZHEJIANG PROVINCE TO: 523083 DONGGUAN, GUANGDONG PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20150318

Address after: Tai Yuen Street 523083 Guangdong province Dongguan Nancheng District Yayuan Industrial Zone No. 2

Patentee after: South Rainbow new building materials Co Ltd

Address before: 313200 Zhejiang city of Huzhou province Deqing County Wukang Purple Street No. 88

Patentee before: Zhejiang Reebo Building Materials Co., Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130918

Termination date: 20150329

EXPY Termination of patent right or utility model