CN202380715U - Formed steel frame combined fabricated formwork - Google Patents

Formed steel frame combined fabricated formwork Download PDF

Info

Publication number
CN202380715U
CN202380715U CN201120577515XU CN201120577515U CN202380715U CN 202380715 U CN202380715 U CN 202380715U CN 201120577515X U CN201120577515X U CN 201120577515XU CN 201120577515 U CN201120577515 U CN 201120577515U CN 202380715 U CN202380715 U CN 202380715U
Authority
CN
China
Prior art keywords
panel
formwork
rib
regularization
gang form
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
CN201120577515XU
Other languages
Chinese (zh)
Inventor
王胜
刘瑞涛
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.)
Qingjian Group Co Ltd
Original Assignee
Qingjian Group 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 Qingjian Group Co Ltd filed Critical Qingjian Group Co Ltd
Priority to CN201120577515XU priority Critical patent/CN202380715U/en
Application granted granted Critical
Publication of CN202380715U publication Critical patent/CN202380715U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

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

Abstract

The utility model discloses a formed steel frame combined fabricated formwork, which comprises a panel. Side ribs are disposed on two long sides of the panel, the side ribs are connected with the panel through countersunk screws, and longitudinal ribs are filled in the space formed by the side ribs and the panel. Two short sides of the panel are provided with horizontal ribs. Side edges of the panel are provides with preformed holes. Compared with the traditional formwork, the formed steel frame combined fabricated formwork is convenient to operate and capable of being dismantled and moved manually and used repeatedly, greatly improves technical economic effects, effectively reduces construction time, lowers engineering cost, ensures construction quality and has remarkable technical economic results. The formwork is designed to be an assembled unit for use, work efficiency is improved, concrete construction quality is improved, the formwork is of formed design, angle steel is adopted to replace square timber to serve as a spliced mouth keel, overall rigidity is high, and seams are closely spliced.

Description

A kind of regularization steel framework gang form
Technical field
The utility model relates to a kind of cast-in-place concrete structure structure of transvers plate, especially relates to a kind of regularization steel framework gang form, belongs to building field.
Background technology
At present, in the construction work concrete formation impression is required increasingly highly, reached the stage of clear-water concrete, some engineerings have been cancelled the operation of wall plastering, so just the design selection of wall form engineering are had higher requirement.Job site wall form construction is at present generally adopted to loose and is pieced together template and all steel large form.Loose to piece together template construction install loaded down with trivial details, lose time, the template destructible, the requirement that does not reach clear-water concrete.And all steel large formwork construction is owing to receive structural limitations, and peace is torn open must have tower crane to cooperate, and constructs loaded down with trivial details and cost is higher, and is not suitable for short-shear wall structure.
The utility model content
To the deficiency that prior art exists, the utility model technical problem to be solved is, a kind of regularization steel framework gang form is provided, and practiced thrift the duration effectively, reduced engineering cost, guaranteed workmanship.
For solving the problems of the technologies described above, the technical scheme that the utility model is taked is a kind of regularization steel framework gang form; It comprises panel; Two length of panel are rib while establishing, and connects through dormant bolt between limit rib and the panel, is filled with vertical rib in the space that limit rib and panel form; Two minor faces of said panel are established cross rib; The side of said panel is provided with preformed hole.
Optimize, above-mentioned regularization steel framework gang form, its panel adopts bamboo offset plate or wood plywood.
Optimize, above-mentioned regularization steel framework gang form, its limit rib adopts angle steel.
Optimize, above-mentioned regularization steel framework gang form, its cross rib adopts steel pipe or channel-section steel.
Optimize, above-mentioned regularization steel framework gang form, its vertical rib adopts flitch.
The utility model adopts regularization steel framework gang form, compares with conventional template, and is easy to operate; Can manual work tear open and move, and can have enough to meet the need use repeatedly, improved the number of turnover of plywood form greatly; Practiced thrift the duration effectively; Reduce engineering cost, guaranteed construction quality, had tangible techno-economic effect; Become a module units to use stencil design in the utility model, improved operating efficiency; Improved concrete construction quality, template designs for regularization, adopts angle steel to substitute the lumps of wood as piecing together mouthful keel; Integral rigidity is high; Piece is tight, and adopt through specially treated at the negative and positive angle, makes the concrete impression quality of building after the completion reach the requirement of clear-water concrete.
Description of drawings
Below in conjunction with accompanying drawing and embodiment to the utility model further explain;
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the limit rib of the utility model and the syndeton sketch map of panel.
The specific embodiment
As depicted in figs. 1 and 2, the utility model is a kind of regularization steel framework gang form, and it comprises panel 1, and two length of panel 1 are rib 2 while establishing, and connects through dormant bolt 3 between limit rib 2 and the panel 1, is filled with in the space of limit rib 2 and panel 1 formation and indulges rib 4; Two minor faces of said panel 1 are established cross rib 5; The side of said panel 1 is provided with preformed hole 6, and adjacent two pages of templates are used " U " type card connection through preformed hole.Panel 1 adopts bamboo offset plate or wood plywood.Limit rib 2 adopts angle steel.Cross rib 5 adopts steel pipe or channel-section steel.Vertical rib 4 adopts flitch.
The regularization steel framework gang form of the utility model mainly is made up of panel, limit rib, vertical rib, split bolt, cross rib etc.The limit rib generally adopts angle steel and is connected with panel; The template short is not established angle steel, and vertical rib is by adopting flitch or steel pipe, and cross rib generally adopts steel pipe or channel-section steel; With " U " type card connection, the template cross rib adopts the diagonal brace reinforcing or is connected with full hall scaffold adjacent two pages of templates through preformed hole.The basic design structure of regularization steel framework gang form is seen Fig. 1 and Fig. 2, and steel framework and panel joint construction are seen Fig. 2.The manufacturing process of the utility model is:
Providing template joins mould figure → angle frame processing → panel and joins mould → scene installation reinforcing moulding by the march into the arena processing, regularization template of design breadth processing → panel and the steel framework assembling → lumps of wood.
This patent application and the beneficial effect of compared with techniques in the past:
1, improves work efficiency, reduction of erection time.Become a module units to use stencil design among the present invention, improved operating efficiency, effectively shortened the duration.
2, improve concrete construction quality.Template designs for regularization, adopts angle steel to substitute the lumps of wood as piecing together mouthful keel, and integral rigidity is high; Piece is tight; Adopt through specially treated at the negative and positive angle, makes the concrete impression quality of building after the completion reach the requirement of clear-water concrete, has guaranteed concrete Forming Quality.
3, improved the number of turnover of template, reduced cost.The present invention adopts steel framework regularization template, compares with the assembly template of loosing, and has improved the number of turnover of template greatly, has reduced the input of template, has reduced cost.
Certainly, above-mentioned explanation is not to be the restriction to the utility model, and the utility model also is not limited to above-mentioned giving an example; Those skilled in the art; In the essential scope of the utility model, the variation of making, remodeling, interpolation or replacement all should belong to the protection domain of the utility model.

Claims (5)

1. regularization steel framework gang form is characterized in that: comprise panel, panel two long while establishing rib, connect through dormant bolt between limit rib and the panel, be filled with vertical rib in the space of limit rib and panel formation; Two minor faces of said panel are established cross rib; The side of said panel is provided with preformed hole.
2. regularization steel framework gang form as claimed in claim 1 is characterized in that: said panel adopts bamboo offset plate or wood plywood.
3. regularization steel framework gang form as claimed in claim 2 is characterized in that: said limit rib adopts angle steel.
4. regularization steel framework gang form as claimed in claim 3 is characterized in that: said cross rib adopts steel pipe or channel-section steel.
5. regularization steel framework gang form as claimed in claim 4 is characterized in that: said vertical rib adopts flitch.
CN201120577515XU 2011-12-31 2011-12-31 Formed steel frame combined fabricated formwork Expired - Fee Related CN202380715U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120577515XU CN202380715U (en) 2011-12-31 2011-12-31 Formed steel frame combined fabricated formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120577515XU CN202380715U (en) 2011-12-31 2011-12-31 Formed steel frame combined fabricated formwork

Publications (1)

Publication Number Publication Date
CN202380715U true CN202380715U (en) 2012-08-15

Family

ID=46629227

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120577515XU Expired - Fee Related CN202380715U (en) 2011-12-31 2011-12-31 Formed steel frame combined fabricated formwork

Country Status (1)

Country Link
CN (1) CN202380715U (en)

Similar Documents

Publication Publication Date Title
CN107143034A (en) A kind of assembly concrete frame structure beam column rigid connection node
CN207700438U (en) A kind of fabricated shear wall cross connected structure
CN203441100U (en) Formwork structure of constructional column
CN203175032U (en) On-site pieced-up bamboo formwork assembly connecting piece and formwork assembly system thereof
CN204781946U (en) Novel post die clamper
CN203201023U (en) Steel bar connection structure for prefabricated assembling structure
CN201106234Y (en) Heat preserving wall composed of cement foam concrete hollow wall board
CN202380715U (en) Formed steel frame combined fabricated formwork
CN101089329B (en) Assemblied polyvinyl chloride building engineering shuttering
CN203846660U (en) Prefabricated assembled type open-web net rack for reinforced concrete
CN202519586U (en) Steel-wood combination type clear water concrete bridge pier formwork structure
CN204676883U (en) External angle formwork oblique pull fastener
CN205171661U (en) A core section of thick bamboo
CN201567785U (en) Ribbed beam mould plate
CN209011400U (en) Assembly concrete shear wall and floor support plate rigid connection node
CN203188469U (en) Square column of steel structure
CN202055259U (en) Foundation bolt preformed hole structure for equipment
CN207032474U (en) A kind of assembly concrete frame structure beam column rigid connection node
CN206090817U (en) Steel construction assemblyization house
CN201144518Y (en) Door-shaped assembly type wall big formwork
CN203684655U (en) Forming formwork for shear wall at expansion joints
CN204626964U (en) Concreting leak-proof device
CN203145449U (en) Wall external corner formwork
CN204450817U (en) Pin-connected panel small box girder core mold plate fixture
CN204645346U (en) Bar frame structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
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: 20120815

Termination date: 20171231