CN208267415U - Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system - Google Patents

Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system Download PDF

Info

Publication number
CN208267415U
CN208267415U CN201820410941.6U CN201820410941U CN208267415U CN 208267415 U CN208267415 U CN 208267415U CN 201820410941 U CN201820410941 U CN 201820410941U CN 208267415 U CN208267415 U CN 208267415U
Authority
CN
China
Prior art keywords
tube
temporary support
roof plate
support system
assembling frame
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
CN201820410941.6U
Other languages
Chinese (zh)
Inventor
钱杰
雷文洪
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.)
BEIJING AEROSPACE WANYUAN BUILDING ENGINEERING Co Ltd
Original Assignee
BEIJING AEROSPACE WANYUAN BUILDING ENGINEERING 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 BEIJING AEROSPACE WANYUAN BUILDING ENGINEERING Co Ltd filed Critical BEIJING AEROSPACE WANYUAN BUILDING ENGINEERING Co Ltd
Priority to CN201820410941.6U priority Critical patent/CN208267415U/en
Application granted granted Critical
Publication of CN208267415U publication Critical patent/CN208267415U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of cast-in-place concrete stair roof plate templates and riding track mutually to use temporary support system, including adjustable upright column, assembling frame landing beam, deformable protective fence, multi-direction adjustable fasteners and fixed column;Utility model has the advantages that using the modular frame lightweight steel construction temporary support structure system that can be adjusted with story height, it can be not only used for the stair template Construction Support between reinforced concrete shear wall house or frame structure building, also can be used for forces in construction to build in road, construction occasional passage or emergency evacuation can be createed, safe ready is used in turn.

Description

Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system
Technical field
The utility model relates to a kind of building-supporting system, specifically a kind of cast-in-place concrete stair roof plate template with Riding track mutually uses temporary support system, specifically a kind of cast-in-place concrete stair construction formwork and the light steel of upper forces road mutually Frame structure support system belongs to construction temporary support system regions.
Background technique
Currently, be used for cast-in-place concrete structure staircase is all traditional scaffold support system, it is horizontal, vertical, oblique It intersects to supporting rod, construction is relative complex, and during Construction of Supporting and after the completion of building, personnel substantially cannot be from it Middle normal traffic has blocked the safer best evacuation path towards work surface.In addition, the not formed mark of traditional support system Many drawbacks such as quasi- chemical method supports unstable quality, and progress is slower;In addition, construction Shi Waishang forces road is mostly It is the also not formed general professional tool formula system using steel tube fastener formula scaffold building.The general character of temporary support at above-mentioned two It is not only to have played temporary structure stress function, but also need to create safe traffic space simultaneously.
Summary of the invention
To solve the above-mentioned problems, the utility model devises a kind of cast-in-place concrete stair roof plate template and mutually uses with riding track Temporary support system can be created for the stair template support between reinforced concrete shear wall house or frame structure building Emergency evacuation or construction occasional passage out, are convenient for carrying, securely, are arranged in pairs or groups using modularization, can be subject to story height Adjustment.
The technical solution of the utility model are as follows:
A kind of cast-in-place concrete stair roof plate template and riding track mutually use temporary support system, including adjustable upright column, assembly Formula framework platform beam, deformable protective fence, multi-direction adjustable fasteners and fixed column;By with the independent assortment of upper-part, It is combined into stair roof plate template temporary supporting system and stair temporary support system according to construction site actual demand, is conveniently taken Band is securely arranged in pairs or groups using modularization, can carry out the adjustment of height length with story height and stair length.
Further, the adjustable upright column is round steel pipe, plays the role of support and load-bearing, including inner tube and outer Pipe, said inner tube are located at the outer tube, and when use extracts out out of described outer tube, said inner tube one end equipped with hickey, For connecting the assembling frame landing beam, the hickey two sides are equipped with mutual corresponding circular hole;Said inner tube The other end is equipped with one group of spring card pole, and quantity is 2-4, and the spring card pole is fixedly connected with the outer tube, and the outer tube is set Have a 1-5 group fixation holes, the quantity of fixation holes described in every group is 2-4, equal proportion spacing, the fixation holes with it is described interior Spring card pole on pipe is corresponding, and said inner tube is fixed on the outer tube hole by the spring card pole, carries out length tune Section;It is provided with " work " type fixed card slot below the outer tube, is provided with screw hole, the spiral shell among " work " the type fixed card slot Wire hole is fixed with deformable guardrail, and " work " the type fixed card slot quantity is 2, the outer tube lower end and the fixed fastener spiral shell Line connection, for fixing fixed fastener, the outer pipe bottom inner thread connects the connecting tube of the assembling frame landing beam.
Further, the assembling frame landing beam is rectangle " L " type frame structure, for placing construction stair Template, rectangle " L " the type frame are left and right to inserting structure, can be regulated according to stair length adjustment lengths of frame Afterwards, it is fixed by bolt and crossbeam, is welded with connecting tube, the connecting tube on the inside of the quadrangle of the assembling frame landing beam It is divide into upper part and lower part, across the quadrangle of the assembling frame landing beam, the upper end of connecting tube is threadedly coupled described adjustable Save the outer tube lower end of support tube;Both ends inner wall has screw thread under the connecting tube, and the inner wall both sides are equipped with screw hole, the spiral shell Wire hole hole is connect with the adjustable support pipe inner tube spiral, and the connection pipe outer wall is again provided with " work " type fixing card, number Amount is one, connects the deformable guardrail.
Further, the connecting tube of the assembling frame landing beam can arrange in pairs or groups according to load-bearing requirements, work as load-bearing When needing, 2 connecting tubes can be increased in assembling frame landing beam middle position, make connecting tube quantity at 4-6.
Further, the assembling frame landing beam, adjustable upright column and deformable protective fence can be combined into stair Temporary supporting system.
Further, the assembling frame landing beam, adjustable upright column and attaching stud can be combined into stair top plate Template temporary supporting system.
Utility model has the advantages that using can temporarily be propped up with the modular frame lightweight steel construction that story height adjusts Support structure system can be not only used for the stair template Construction Support between reinforced concrete shear wall house or frame structure building, also It can be used for forces in construction to build in road, can create construction occasional passage or emergency evacuation, safe ready, turnover makes With.
The utility model is described in further detail with reference to the accompanying drawings and examples.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model stair temporary support system embodiment;
Fig. 2 is the utility model stair roof plate template temporary supporting system example structure schematic diagram;
Fig. 3 is the utility model use state diagram.
Specific embodiment
The preferred embodiment of the utility model is illustrated below, it should be understood that preferred embodiment described herein It is only used for describing and explaining the present invention, is not used to limit the utility model.
Embodiment 1
As shown in Figure 1, be stair temporary support system, by adjustable support pillar 1, assembling frame landing beam 2, deformable Protective fence 3 and crossbeam 4 form, and are used to support staircase boards, are convenient for carrying, securely, are arranged in pairs or groups using modularization, can be with floor Height and stair length carry out the adjustment of height length;
The adjustable support pillar 1 is round steel pipe, and quantity is 4-12 root, plays the role of support and load-bearing, including interior Pipe 11 and outer tube 12, said inner tube are located at the outer tube, and when use extracts out out of described outer tube, and said inner tube one end is equipped with Hickey, for connecting the assembling frame landing beam, the hickey two sides are equipped with mutual corresponding circular hole; The said inner tube other end is equipped with one group of spring card pole, and quantity is 2-4, and the spring card pole is fixedly connected with the outer tube, institute Outer tube is stated equipped with 1-5 group fixation holes, the quantity of fixation holes described in every group is 2-4, equal proportion spacing, the fixation holes Corresponding with the spring card pole in said inner tube, said inner tube is fixed on the outer tube hole by the spring card pole, into Row length adjustment;It is provided with " work " type fixed card slot below the outer tube, is provided with screw among " work " the type fixed card slot Hole, the screw hole are fixed with deformable guardrail, and " work " the type fixed card slot quantity is 2, the outer pipe bottom inner wall spiral shell Line also can connect the connecting tube of the assembling frame landing beam.
The assembling frame landing beam is rectangle " L " type frame structure, described for placing construction stair template Rectangle " L " type frame is left and right to inserting structure, after regulating, can pass through spiral shell according to stair length adjustment lengths of frame Bolt is fixed with crossbeam 4, and connecting tube is welded on the inside of the quadrangle of the assembling frame landing beam, and the connecting tube is divided into up and down Two parts, across the quadrangle of the assembling frame landing beam, the upper end of connecting tube is threadedly coupled the adjustable support pipe Outer tube lower end;Both ends inner wall has a screw thread under the connecting tube, and the inner wall both sides are equipped with screw hole, the screw hole with The adjustable support pipe inner tube spiral connection, the connection pipe outer wall are again provided with " work " type fixing card, and quantity is one, Connect the deformable guardrail;
The connection pipe connected pipe of the assembling frame landing beam can arrange in pairs or groups according to load-bearing requirements, when load-bearing needs When, 2 connecting tubes can be increased in assembling frame landing beam middle position, make connecting tube quantity at 4-6;
It is and solid by " L " type frame in use, framework platform beam is adjusted according to the angle of pouring type staircase boards The template for determining stair is connected, and the adjustable support pillar inner tube is connected to the frame by screw thread rotation with screw thread one end Landing beam lower end connecting column, is fixed by bolt, after said inner tube regulates height, is fixed on outer tube by spring stack On, it plays a supporting role, the deformable protective fence is fixed on adjustable support pillar described in two sides " work " by U-typed fastener On font card slot, bolt is fixed by screw hole, plays protection and further stabilization, centre is equipped with riding track, convenient Personnel pass through, while enhancing the stability of whole system.
Embodiment 2
As shown in Fig. 2, being stair roof plate template temporary supporting system, by adjustable support pillar 1, assembling frame landing beam 2 and fixed column 5 form;
It is and solid by " L " type frame in use, framework platform beam is adjusted according to the angle of pouring type staircase boards The template for determining staircase boards is connected, and the adjustable support pillar inner tube is connected to the frame by screw thread rotation with screw thread one end Body panel beam lower end connecting column, is fixed by bolt, after said inner tube regulates height, is fixed on outer tube by spring stack On, it plays a supporting role, the fixed column 5, which is attached with the adjustable support pillar by bolt, to be fixed, and protection is played With further stabilization, centre is equipped with riding track, facilitates personnel to pass through, while enhancing the stability of whole system.
As shown in figure 3, mutually using temporary support system schematic for cast-in-place concrete stair roof plate template and riding track, use When, the stair temporary support system and stair roof plate template temporary supporting system assembly and adjustment is good, and the stair face When support system and stair roof plate template temporary supporting system between with ox horn beam be attached fixation, while the ox horn Beam is used to support landing beam.The pouring concrete stair roof plate template and riding track mutually use temporary support system can be according to story height Degree is adjusted.
The utility model can be built with on-site consolidation, be walked, all accessories such as guard rail can have enough to meet the need, and can be with building Layer height is adjusted.This support system and guard system are used for reinforced concrete shear wall house or frame structure staircase Form bracing system, can create emergency evacuation or construction occasional passage.

Claims (5)

1. cast-in-place concrete stair roof plate template and riding track mutually use temporary support system, it is characterised in that: including adjustable upright column, Assembling frame landing beam, deformable protective fence, multi-direction adjustable fasteners and fixed column;
The adjustable upright column is round steel pipe, including inner and outer tubes, and said inner tube is located at the outer tube, when use from Extraction in the outer tube, said inner tube one end is equipped with hickey, for connecting the assembling frame landing beam, the screw thread Interface two sides are equipped with mutual corresponding circular hole;The said inner tube other end is equipped with one group of spring card pole, and quantity is 2-4, institute It states spring card pole to be fixedly connected with the outer tube, the outer tube is equipped with 1-5 group fixation holes, the quantity of fixation holes described in every group It is 2-4, equal proportion spacing, the fixation holes are corresponding with the spring card pole in said inner tube, and said inner tube passes through described Spring card pole is fixed on the outer tube hole, carries out length adjustment;" work " type fixed card slot, institute are provided with below the outer tube It states and is provided with screw hole among " work " type fixed card slot, the screw hole is fixed with deformable guardrail, " work " the type fixing card Slot number is 2, and the outer tube lower end is threadedly coupled with the fixed fastener, for fixing fixed fastener, the outer pipe bottom Inner thread connects the connecting tube of the assembling frame landing beam.
2. cast-in-place concrete stair roof plate template according to claim 1 and riding track mutually use temporary support system, feature Be: the assembling frame landing beam is rectangle " L " type frame structure, for placing construction stair template, the length Rectangular " L " type frame is left and right to inserting structure, and the quadrangle inside of the assembling frame landing beam is welded with connecting tube, the company Adapter tube is divide into upper part and lower part, across the quadrangle of the assembling frame landing beam, described in the upper end of connecting tube threaded connection The outer tube lower end of adjustable support pipe;Both ends inner wall has screw thread under the connecting tube, and the inner wall both sides are equipped with screw hole, institute It states screw hole to connect with the adjustable support pipe inner tube spiral, the connection pipe outer wall is again provided with " work " type and fixes Card, quantity are one, connect the deformable guardrail.
3. cast-in-place concrete stair roof plate template according to claim 1 and riding track mutually use temporary support system, feature Be: the connecting tube of the assembling frame landing beam is arranged in pairs or groups according to load-bearing requirements, when load-bearing needs, in the assembly Formula framework platform beam middle position increases by 2 connecting tubes, makes connecting tube quantity at 4-6.
4. cast-in-place concrete stair roof plate template according to claim 1 and riding track mutually use temporary support system, feature Be: the assembling frame landing beam, adjustable upright column and deformable protective fence are combined into stair temporary supporting system.
5. cast-in-place concrete stair roof plate template according to claim 1 and riding track mutually use temporary support system, feature Be: the assembling frame landing beam, adjustable upright column and attaching stud are combined into stair roof plate template temporary support System.
CN201820410941.6U 2018-03-26 2018-03-26 Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system Expired - Fee Related CN208267415U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820410941.6U CN208267415U (en) 2018-03-26 2018-03-26 Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820410941.6U CN208267415U (en) 2018-03-26 2018-03-26 Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system

Publications (1)

Publication Number Publication Date
CN208267415U true CN208267415U (en) 2018-12-21

Family

ID=64675976

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820410941.6U Expired - Fee Related CN208267415U (en) 2018-03-26 2018-03-26 Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system

Country Status (1)

Country Link
CN (1) CN208267415U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111962849A (en) * 2020-07-31 2020-11-20 晟通科技集团有限公司 Operation platform
CN114922468A (en) * 2022-05-27 2022-08-19 中国建筑一局(集团)有限公司 Directional movable assembly type berm based on deep foundation pit multi-ring inner support
CN114991531A (en) * 2022-05-30 2022-09-02 江苏省华建建设股份有限公司 Temporary stair for prefabricated concrete structure and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111962849A (en) * 2020-07-31 2020-11-20 晟通科技集团有限公司 Operation platform
CN114922468A (en) * 2022-05-27 2022-08-19 中国建筑一局(集团)有限公司 Directional movable assembly type berm based on deep foundation pit multi-ring inner support
CN114991531A (en) * 2022-05-30 2022-09-02 江苏省华建建设股份有限公司 Temporary stair for prefabricated concrete structure and construction method thereof

Similar Documents

Publication Publication Date Title
CN208267415U (en) Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system
CN110206228B (en) Construction method of semi-fabricated cast-in-place concrete column
CN106437130A (en) Inner roof external climbing type formwork construction platform for super high-rise building construction
TWI689652B (en) Beam-slab structure and construction method
CN103388310A (en) Single-point fixing adjustable cantilever tripod
CN114876066B (en) Stiff column joint construction method for improving structural strength of stiff column
CN113931313A (en) Super high-rise core tube horizontal structure construction method
CN102454218A (en) Tube-in-tube structure for reinforced concrete core tubes and integrally-assembled space steel grids
CN107100361A (en) Inner support aluminum dipping form device and its installation method are climbed outside a kind of
CN112267692B (en) Assembly type building component hoisting comprehensive equipment and construction method thereof
CN102312563A (en) Method for connecting external scaffold with wall for large-span and ultra-story-height structures
CN111622483A (en) Method for erecting reverse-construction type overhanging scaffold
CN209924434U (en) High-altitude overhanging formwork support frame body
CN115306136B (en) Inclined wall eversion climbing type steel platform construction device and method
CN107227839B (en) Integrated support construction safety platform and installation method
CN211313380U (en) Ultrahigh independent frame beam template supporting system
CN210177369U (en) Supplementary platform of pouring of precast beam board
CN1041199A (en) The out-mould scaffold of super-high buildings integral elevating system
CN206873494U (en) A kind of operating platform for narrow space on the outside of barricade
CN205476459U (en) Template system of consolidating on high formwork low -angle clear water inclined plane
CN216840490U (en) Multi-functional platform of assembly type structure stairwell
CN114790818B (en) Diagonal bracing transition method for accelerating erection of overhanging scaffold
CN216428010U (en) Cast-in-place beam support of ramp bridge
CN217326436U (en) Formwork support for roof multi-layer framework construction
CN113279569B (en) Early-dismantling supporting method for horizontal template of super-high floor

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: 20181221

Termination date: 20210326