CN202596161U - Combined formwork device of HR heavy type gantry and reinforced concrete temporary structural column - Google Patents
Combined formwork device of HR heavy type gantry and reinforced concrete temporary structural column Download PDFInfo
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- CN202596161U CN202596161U CN 201220273289 CN201220273289U CN202596161U CN 202596161 U CN202596161 U CN 202596161U CN 201220273289 CN201220273289 CN 201220273289 CN 201220273289 U CN201220273289 U CN 201220273289U CN 202596161 U CN202596161 U CN 202596161U
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Abstract
The utility model relates to a combined formwork device of an HR heavy type gantry and a reinforced concrete temporary structural column and belongs to the technical field of construction of building construction formwork supports. A combined formwork support device is mainly composed of the HR heavy type gantry (1), the temporary reinforced concrete column (2), a groove steel trimmer beam (3), an adjustable bracket (4), an adjusting rod (5), a door type frame (6), a crossed pull rod (7), a horizontal reinforcing steel pipe (8), a formwork (9), square timer (10), a fastener type hoop (11) and a foundation strengthening scaffold (12). The HR heavy type gantry (1) is adopted at the position of an ultrahigh overweight large-span cast-in-place reinforced concrete structural beam plate, and the temporary reinforced concrete column (2) is adopted as a vertical support below a large-span beam upper supporting column and a post-cast strip. A load transmission route of the combined formwork device is clear, the requirements of strength, rigidity and stability of a large-span formwork system for structural design are met, a construction method is ripe, and the combined formwork device is flexible to erect, high in efficiency, safe and economical.
Description
One, technical field
Heavy door frame of a kind of HR and steel concrete temporary structure post are united a die device, belong to building operations falsework technical field of construction.
Two, background technology
Present most of engineering only adopts traditional fastener type steel pipe scaffold, socket joint type dish button steel pipe scaffold or door-type scaffold in the cast-in-place structural falsework.
Along with the fast development of builing industry, the moulding of architectural design is in different poses and with different expressions, and structure design also becomes increasingly complex, and single falsework can not satisfy the demand of job site gradually.Falsework is meant cast-in-place structural, and a kind of die device during concretings such as Ru Liang, plate, post is set up before concreting, a kind of job practices of removing after the moulding by the time.In recent years; High-altitude, longspan structure get more and more; Its beam slab formwork system design, construction, support body material are also being constantly brought forth new ideas, are being improved and development; But for high-altitude, large-span structure (like band conversion layer high building structure, conjoined structure), distortion has specific (special) requirements to the very big or structure design of its subregion structural load to support for shuttering, and adopts support body material commonly used or single support body material can not satisfy the requirement of structure design to support body.
The fastener type steel pipe support is commonplace building-site utilization, but fastener type steel pipe operation more complicated, the job site is difficult to standard, all mention in on-the-spot a lot of scaffold accident analysis reports collapse former because of.Socket joint type dish button steel pipe support is a kind of comparatively novel falsework system, and operation is very simple and easy, but vertical pole ' s span, step pitch all are provided with according to modulus, are difficult to finely tune according to actual conditions.
Three, utility model content
The technical problem that the present invention will solve is: a kind of problem that prior art exists that overcomes is provided, and the heavy door frame of HR and the steel concrete temporary structure post that can solve the problems such as structural beams, plate load-bearing bracing frame design and construction difficulty, general safety poor stability of superelevation, overweight, large span are effectively united and are propped up a die device.
The technical solution adopted for the present invention to solve the technical problems is: heavy door frame of a kind of HR and steel concrete temporary structure post are united a die device; It is characterized in that: the heavy door frame (1) of HR is adopted in ultra-high overweight large-span cast-in-situ reinforced concrete structured beam board position, and interim reinforced concrete post (2) is adopted in the vertical support under long-span beams pop-up post and the ater-casting; The heavy door frame of HR (1) is made up of channel-section steel joist (3), adjustable bracket (4), adjusting rod (5), door type frame (6), intertie (7); Adopt fastener type anchor ear (11) to reinforce the connection between interim reinforced concrete post (2) and the heavy door frame of HR (1).
The wide 1000mm of the heavy door frame (1) of HR,
large-diameter steel pipe is adopted in main vertical rod; Adopt intertie (7) to be connected between the heavy door frame of HR (1) with horizontal reinforcing steel pipe (8); Horizontal reinforcing steel pipe (8) adopts
steel pipe; Per 2 elongated continuous settings of step in the centre of falsework, and adopt fastener and door frame to buckle the jail; Channel-section steel joist (3) adopts No. 10 channel-section steels, places perpendicular to the beam axis, and the lumps of wood (10) is as the horizon bar that is parallel to the beam axis, and the spacing of arranging is not more than 300mm and evenly arranges, the lumps of wood (10) is gone up and directly laid template (9).
Interim reinforced concrete post (2) is provided with the high steel box column of 500mm at capital and binds as the supporting of top point load, adopts rubber tile to isolate at the bottom of capital and the beam slab, produces impact load when preventing to remove; Adopt fastener type anchor ear (11) to do the rigidity lateral restraint between interim reinforced concrete post (2) and the heavy door frame of HR (1), fastener type anchor ear (11) is by being provided with together along the vertical every 3900mm of pillar.
It is clear and definite that heavy door frame of HR and steel concrete temporary structure post are united a die device Load Transfer route; Convenient design; Be applicable to various planes and vertical structure distribution form; Can satisfy intensity, rigidity and the stability requirement of structure design, safety economy, but and Cost Optimization to the large span formwork system.
The heavy door frame of HR need meet " building operations gate-type steel pipe scaffold technical specification of security " JGJ128 related request, and steel concrete temporary structure post need meet " Code for design of concrete structures " GB50010 and " concrete structure engineering construction quality standards of acceptance " GB50204 related request.
Concrete job practices:
A, be familiar with drawing and select support for shuttering scheme, Modeling Calculation;
B, preparation of construction, the location unwrapping wire;
C, interim reinforced concrete post (2) are built, and the heavy door frame of HR (1) is set up;
D, main structure construction;
E, meet Structural Design Requirement after, bracing frame is removed.
Compared with prior art, the beneficial effect that the present invention had is: heavy door frame of HR and steel concrete temporary structure post are united a die device and had enough mechanical strengths, rigidity and stability, and be safe and reliable.The heavy door frame of HR (1) designs more science than traditional steel tube fastener support for shuttering, and physical dimension is standard more, the integral frame good reliability, and supporting capacity is big, and it is strong to set up flexibility, and efficiency of construction is high; The integral frame vertical direction is regulated required construction height through adjustable bracket (4), adjusting rod (5), regulates flexibly, fully satisfies the requirement of the cast-in-place engineering of various height, and its security performance is reliable, is to solve superelevation, overweight, the longspan structure construction as long as guarantee.Interim reinforced concrete post (2) can reduce the braced structures span, made full use of the good characteristic of concrete compression performance again, and overall performance is good, and cost is lower, has guaranteed construction safety.
Four, description of drawings
Heavy door frame of accompanying drawing one: HR and steel concrete temporary structure post are united a die device sectional detail drawing;
Accompanying drawing two: the heavy door frame joint point of steel concrete temporary structure post and HR detail drawing;
The heavy door frame sketch map of accompanying drawing three: HR;
The heavy door frame upper node of accompanying drawing four: HR detail drawing.
Five, the specific embodiment
Below in conjunction with accompanying drawing heavy door frame of HR of the present invention and steel concrete temporary structure post are united and to prop up a die device and further specify:
With reference to accompanying drawing 1:
Heavy door frame of this HR and steel concrete temporary structure post are united a die device and are made up of the heavy door frame (1) of HR, interim reinforced concrete post (2), channel-section steel joist (3), adjustable bracket (4), adjusting rod (5), door type frame (6), intertie (7), horizontal reinforcing steel pipe (8), template (9), the lumps of wood (10), fastener type anchor ear (11), underpin scaffold (12) and other slave parts.
With reference to accompanying drawing 2:
The heavy door frame of this HR and steel concrete temporary structure post are united in the die device steel concrete temporary structure post (2) and are adopted
steel pipe and HR heavy type door frame (1) to carry out fastener type to be connected and to do the rigidity lateral restraint; Every one fastener type anchor ear (11) is set, is connected with fastener between fastener type anchor ear (11) and the horizontal reinforcing steel pipe (8) at a distance from 3900mm.
With reference to accompanying drawing 3:
The heavy door frame of HR (1) is made up of adjustable bracket (4), adjusting rod (5), door type frame (6), intertie (7) and other slave parts, and the integral frame vertical direction is regulated required construction height through adjustable bracket (4), adjusting rod (5).
With reference to accompanying drawing 4:
The heavy door frame (1) of HR support for shuttering top is followed successively by template (9), the lumps of wood (10), channel-section steel joist (3), adjustable bracket (4), adjusting rod (5), door type frame (6) composition.
Facts have proved that heavy door frame of HR and steel concrete temporary structure post are united a die device and had enough mechanical strengths, rigidity and stability, the integral frame good reliability; It is strong to set up flexibility, and efficiency of construction is high; Regulate flexibly, fully satisfy the requirement of the cast-in-place engineering of various height; Can reduce the braced structures span, make full use of the good characteristic of concrete compression performance again, and overall performance is good, cost is lower, has guaranteed construction safety.
Claims (3)
1. the heavy door frame of a HR is united with steel concrete temporary structure post and is propped up a die device; It is characterized in that: the heavy door frame (1) of HR is adopted in ultra-high overweight large-span cast-in-situ reinforced concrete structured beam board position, and interim reinforced concrete post (2) is adopted in the vertical support under long-span beams pop-up post and the ater-casting; The heavy door frame of HR (1) is made up of channel-section steel joist (3), adjustable bracket (4), adjusting rod (5), door type frame (6), intertie (7); Adopt fastener type anchor ear (11) to reinforce the connection between interim reinforced concrete post (2) and the heavy door frame of HR (1).
2. heavy door frame of a kind of HR according to claim 1 and steel concrete temporary structure post are united a die device; It is characterized in that: the wide 1000mm of the heavy door frame (1) of HR,
large-diameter steel pipe is adopted in main vertical rod; Adopt intertie (7) to be connected between the heavy door frame of HR (1) with horizontal reinforcing steel pipe (8); Horizontal reinforcing steel pipe (8) adopts
steel pipe; Per 2 elongated continuous settings of step in the centre of falsework, and adopt fastener and door frame to buckle the jail; Channel-section steel joist (3) adopts No. 10 channel-section steels, places perpendicular to the beam axis, and the lumps of wood (10) is as the horizon bar that is parallel to the beam axis, and the spacing of arranging is not more than 300mm and evenly arranges, the lumps of wood (10) is gone up and directly laid template (9).
3. heavy door frame of a kind of HR according to claim 1 and steel concrete temporary structure post are united a die device; It is characterized in that: interim reinforced concrete post (2) is as the supporting of top point load; At capital the high steel box column of 500mm being set binds; Adopt rubber tile to isolate at the bottom of capital and the beam slab, produce impact load when preventing to remove; Adopt fastener type anchor ear (11) to do the rigidity lateral restraint between interim reinforced concrete post (2) and the heavy door frame of HR (1), fastener type anchor ear (11) is by being provided with together along the vertical every 3900mm of pillar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220273289 CN202596161U (en) | 2012-06-07 | 2012-06-07 | Combined formwork device of HR heavy type gantry and reinforced concrete temporary structural column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220273289 CN202596161U (en) | 2012-06-07 | 2012-06-07 | Combined formwork device of HR heavy type gantry and reinforced concrete temporary structural column |
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| Publication Number | Publication Date |
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| CN202596161U true CN202596161U (en) | 2012-12-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220273289 Expired - Fee Related CN202596161U (en) | 2012-06-07 | 2012-06-07 | Combined formwork device of HR heavy type gantry and reinforced concrete temporary structural column |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691409A (en) * | 2012-06-07 | 2012-09-26 | 浙江城建建设集团有限公司 | HR (height regulation) heavy portal frame and temporary reinforced concrete column jointed formwork erecting device and construction method |
| CN108560715A (en) * | 2018-03-21 | 2018-09-21 | 中建四局第六建筑工程有限公司 | A kind of construction method and operating platform of large diameter steel pipe band of column beam |
| CN112609980A (en) * | 2020-12-18 | 2021-04-06 | 中国建筑第四工程局有限公司 | Construction method of post-cast strip back-jacking aluminum alloy single-column |
-
2012
- 2012-06-07 CN CN 201220273289 patent/CN202596161U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691409A (en) * | 2012-06-07 | 2012-09-26 | 浙江城建建设集团有限公司 | HR (height regulation) heavy portal frame and temporary reinforced concrete column jointed formwork erecting device and construction method |
| CN108560715A (en) * | 2018-03-21 | 2018-09-21 | 中建四局第六建筑工程有限公司 | A kind of construction method and operating platform of large diameter steel pipe band of column beam |
| CN112609980A (en) * | 2020-12-18 | 2021-04-06 | 中国建筑第四工程局有限公司 | Construction method of post-cast strip back-jacking aluminum alloy single-column |
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|---|---|---|---|
| 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: 20121212 Termination date: 20180607 |