CN208009897U - Building reconstruction non-framework beam formwork-support - Google Patents

Building reconstruction non-framework beam formwork-support Download PDF

Info

Publication number
CN208009897U
CN208009897U CN201721906375.XU CN201721906375U CN208009897U CN 208009897 U CN208009897 U CN 208009897U CN 201721906375 U CN201721906375 U CN 201721906375U CN 208009897 U CN208009897 U CN 208009897U
Authority
CN
China
Prior art keywords
formwork
steel pipe
boats
tree
horizon bar
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
CN201721906375.XU
Other languages
Chinese (zh)
Inventor
徐凤锁
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.)
Shanghai Ming Li Building Technology Co Ltd
Original Assignee
Shanghai Ming Li Building Technology 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 Shanghai Ming Li Building Technology Co Ltd filed Critical Shanghai Ming Li Building Technology Co Ltd
Priority to CN201721906375.XU priority Critical patent/CN208009897U/en
Application granted granted Critical
Publication of CN208009897U publication Critical patent/CN208009897U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses a kind of building reconstruction non-framework beam formwork-supports, including the formwork steel tube poles being arranged on concrete floor, several steel pipe horizon bar is set on the formwork steel tube poles, in the top of the steel pipe horizon bar, beam bottom formwork is set, beam bottom board wood a tree, used in making timber for boats is arranged in the top of the beam bottom formwork, the upper support beam body of the beam bottom board wood a tree, used in making timber for boats, in the both sides of beam body, side form is set, the side form is fixed by split bolt, in the top of side form, steel pipe horizon bar is set, the wooden a tree, used in making timber for boats of top setting of the steel pipe horizon bar, the upper support beam forms of the wood a tree, used in making timber for boats;Building reconstruction non-framework beam formwork-support provided by the utility model, design is scientific and reasonable, easy-to-operate, and supporting & stablizing performance is good, can enhance the flexibility of formwork-support on the basis of ensureing stability, enhances applicable performance.

Description

Building reconstruction non-framework beam formwork-support
Technical field
The utility model is related to technical field of buildings, furtherly more particularly to a kind of building reconstruction non-framework beam template Supporting rack.
Background technology
In the Beam-Slab Construction of building reconstruction, there are many style of the common shuttering supporting of beams of concrete, are roughly divided into drawing Bolt class and holder class.Existing split bolt class template support workpiece is more, field-installed inefficiency, using seldom, The adjusting aspect that holder class beam is supported on support size lacks effective measures, can only be achieved the goal by replacing holder single-piece, Cost is higher, thus it is proposed that a kind of novel building reconstruction non-framework beam formwork-support solves to ask present on Topic.
Utility model content
The utility model is to solve above-mentioned technical problem and the technical solution adopted is that provide a kind of non-frame of building reconstruction Beam form support frame, wherein specific technical solution is:
Including the formwork steel tube poles being arranged on concrete floor, several steel pipe water is set on the formwork steel tube poles Beam bottom formwork is arranged in the top of the steel pipe horizon bar in flat bar, and beam bottom board wood a tree, used in making timber for boats is arranged in the top of the beam bottom formwork, described Side form is arranged in the both sides of beam body in the upper support beam body of beam bottom board wood a tree, used in making timber for boats, and the side form is fixed by split bolt, in side form Top steel pipe horizon bar, the wooden a tree, used in making timber for boats of top setting of the steel pipe horizon bar, the upper support beam forms of the wood a tree, used in making timber for boats are set.
Above-mentioned building reconstruction non-framework beam formwork-support, wherein:The spacing of the wooden a tree, used in making timber for boats setting is no more than 300mm, to drawing Screw rod aligns screw rod using steel pipe, every two one group and together, using a Φ l2mm Screw arbor with nut at both-ends from intermediate across connecing Tightly, two Screw arbor with nut at both-ends to spacing be 450mm.
Above-mentioned building reconstruction non-framework beam formwork-support, wherein:The steel pipe horizon bar and formwork steel tube poles position In same level and orthogonal, it is fastenedly connected by fastener between the steel pipe horizon bar and formwork steel tube poles, institute It includes horizontal extension bar and two support ends to state steel pipe horizon bar, and the both ends of horizontal extension bar are flexibly connected between each other
The utility model has the advantages that compared with the existing technology:Design is scientific and reasonable, easy-to-operate, branch It is good to support stability, the flexibility of formwork-support can be enhanced on the basis of ensureing stability, enhances applicable performance, this Outside, width adjusting pipe is installed in front and back vertical frame, adjustment width can be required according to the requirement that pours of beams of concrete, it is easy to adjust Fast.
Description of the drawings
Fig. 1 is the structural schematic diagram of building reconstruction non-framework beam formwork-support.
In figure:
1 concrete floor, 2 formwork steel tube poles, 3 steel pipe horizon bar, 4 beam bottom formwork, 5 beam bottom board wood a tree, used in making timber for boats 6 are right Draw 10 bottom formwork of the wooden 9 byatt a tree, used in making timber for boats of a tree, used in making timber for boats of 7 side form of screw rod 8,11 bed die
Specific implementation mode
The utility model will be further described with reference to the accompanying drawings and examples.
The utility model provides a kind of building reconstruction non-framework beam formwork-support, including is arranged in concrete floor 1 On formwork steel tube poles 2, several steel pipe horizon bar 3 is set on the formwork steel tube poles 2, in the steel pipe horizon bar 3 Beam bottom formwork 4, the top setting beam bottom board wood a tree, used in making timber for boats 5 of the beam bottom formwork 4, the top branch of the beam bottom board wood a tree, used in making timber for boats 5 is arranged in top Beam body is supportted, side form 7 is set in the both sides of beam body, the side form 7 is fixed by split bolt 6, and steel pipe is arranged in the top of side form 7 Horizon bar 3, the wooden a tree, used in making timber for boats 8 of top setting of the steel pipe horizon bar 3, the upper support beam forms of the wood a tree, used in making timber for boats 8.
The spacing that the wooden a tree, used in making timber for boats 8 is arranged is no more than 300mm, and Screw arbor with nut at both-ends 6 aligns screw rod using steel pipe, every two one group and one Rise, passed through from centre using a Φ l2mm Screw arbor with nut at both-ends 6 connect it is tight, two Screw arbor with nut at both-ends 6 to spacing be 450mm.
The steel pipe horizon bar 3 and formwork steel tube poles 2 are located at same level and orthogonal, the steel pipe horizon bar It is fastenedly connected by fastener between 3 and formwork steel tube poles 2, the steel pipe horizon bar 3 includes horizontal extension bar and two branch End is supportted, the both ends of horizontal extension bar are flexibly connected between each other.
When construction:
1) setting-up of construction joint position:To ensure that the globality of structure, every layer of beam, plate one-time-concreting are completed, in case of midway is poured It builds to stay and sets construction joint, setting-up of construction joint is within the scope of frame structure secondary beam span centre one third.
2) template:Using 18 thick plastic-coated waterproof laminates, beam, column, building slab put a tree, used in making timber for boats use for basis and main column, beam, floor 50 × 100 a tree, used in making timber for boats wood, template are configured by two layers of construction, wherein 4 sets of beam slab bed die, 2 sets of column, beam side.For mortar leakage prevention, template is spelled Stitch pointing foam sponge adhesive tape.
3) reinforcing bar:All reinforcing bars of engineering all make, install at the construction field (site), and frame column bar connecting uses electroslag pressure Weldering, frame beam steel (including ground beam) connect d≤22 using binding connector, and d > 22 use single lap joint arc welding, and (d is reinforcing bar Diameter).
4) mortar mixing:Basis, agent structure, main building terrace is all using commerical ready-mixed concrete, a small amount of fragmentary concrete And small precast part concrete takes scene to mix certainly.Basis, agent structure pump pump concrete using long-armed automotive deck.
Although the utility model is disclosed as above with preferred embodiment, so it is not limited to the utility model, any Those skilled in the art, without departing from the spirit and scope of the utility model, when can make a little modification and it is perfect, therefore this The protection domain of utility model, which is worked as, is subject to what claims were defined.

Claims (3)

1. a kind of building reconstruction non-framework beam formwork-support, it is characterised in that:Including the formwork being arranged on concrete floor Several steel pipe horizon bar is arranged on the formwork steel tube poles in steel tube poles, and beam bottom is arranged in the top of the steel pipe horizon bar Beam bottom board wood a tree, used in making timber for boats, the upper support beam body of the beam bottom board wood a tree, used in making timber for boats, the two of beam body is arranged in the top of formwork, the beam bottom formwork Side form is arranged in side, and the side form is fixed by split bolt, and steel pipe horizon bar, the steel pipe horizon bar is arranged in the top of side form The wooden a tree, used in making timber for boats of top setting, the upper support beam forms of the wood a tree, used in making timber for boats.
2. building reconstruction non-framework beam formwork-support as described in claim 1, it is characterised in that:The spacing of the wooden a tree, used in making timber for boats setting is not More than 300mm, Screw arbor with nut at both-ends aligns screw rod using steel pipe, every two one group and together, using a Φ l2mm Screw arbor with nut at both-ends Passed through from centre connect it is tight, two Screw arbor with nut at both-ends to spacing be 450mm.
3. building reconstruction non-framework beam formwork-support as claimed in claim 2, it is characterised in that:The steel pipe horizon bar and Formwork steel tube poles are located at same level and orthogonal, pass through fastening between the steel pipe horizon bar and formwork steel tube poles Part is fastenedly connected, and the steel pipe horizon bar includes horizontal extension bar and two support ends, and the both ends of horizontal extension bar are mutual Flexible connection.
CN201721906375.XU 2017-12-29 2017-12-29 Building reconstruction non-framework beam formwork-support Expired - Fee Related CN208009897U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721906375.XU CN208009897U (en) 2017-12-29 2017-12-29 Building reconstruction non-framework beam formwork-support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721906375.XU CN208009897U (en) 2017-12-29 2017-12-29 Building reconstruction non-framework beam formwork-support

Publications (1)

Publication Number Publication Date
CN208009897U true CN208009897U (en) 2018-10-26

Family

ID=63881251

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721906375.XU Expired - Fee Related CN208009897U (en) 2017-12-29 2017-12-29 Building reconstruction non-framework beam formwork-support

Country Status (1)

Country Link
CN (1) CN208009897U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109577534A (en) * 2018-12-05 2019-04-05 杭州江润科技有限公司 Tool-based hanging die assembly type composite floor slab and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109577534A (en) * 2018-12-05 2019-04-05 杭州江润科技有限公司 Tool-based hanging die assembly type composite floor slab and construction method
CN109577534B (en) * 2018-12-05 2020-07-03 杭州江润科技有限公司 Tool-based hanging die assembly type composite floor slab and construction method

Similar Documents

Publication Publication Date Title
CN208502236U (en) A kind of edge banding apparatus for concrete floor edge in steel construction
CN211850272U (en) Assembled superimposed sheet bearing structure
CN206233584U (en) Narrow zone exterior wall formwork erecting structure
CN205421616U (en) Assemble integral shear force wall with steel pipe concrete edge member
CN106193340B (en) The construction method of cast-in-place prestressing without bondn ultralong floor combined type reinforcing strip anti-cracking structure
CN104863296A (en) Integrally modular steel bar truss floor plate and construction method thereof
CN203201140U (en) Beam slab support
CN208009897U (en) Building reconstruction non-framework beam formwork-support
CN208396106U (en) Detachable bed die steel bar truss floor support plate
CN201826527U (en) Unit type inserting and clamping form board supporting system
CN201011127Y (en) Suspended steel wood combined template
CN206128634U (en) Air conditioner shelf and window one -piece casting template support structure that wafts
CN105839914B (en) Adjustable steel beam support meanss and system
CN107916677A (en) Piping lane construction formwork system and its construction method
CN102808426B (en) Integrated steel plate water stop
CN211447283U (en) Connecting beams of the main building and the podium
CN205857696U (en) A kind of adjustable steel beam support means and system
CN220828037U (en) Truss floor carrier plate supporting structure
CN203654739U (en) Built-up plate
CN217631258U (en) A template system that is used for outer eaves construction of turning over structure on outer wall
CN207420026U (en) Part bracing means is poured after a kind of superimposed sheet
CN207295478U (en) Steel pipe column bracket seat connection apparatus
CN110700443A (en) Integral concrete structure of steel frame shear wall structure and construction method thereof
CN203546992U (en) Novel floor cement component structure
CN108222326B (en) Foam concrete light steel keel composite ultrahigh wall and construction method thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181026

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