CN206189853U - Cast -in -place beam formwork support system with door opening - Google Patents

Cast -in -place beam formwork support system with door opening Download PDF

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Publication number
CN206189853U
CN206189853U CN201621095844.XU CN201621095844U CN206189853U CN 206189853 U CN206189853 U CN 206189853U CN 201621095844 U CN201621095844 U CN 201621095844U CN 206189853 U CN206189853 U CN 206189853U
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China
Prior art keywords
support system
door opening
cast
steel
supported
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Active
Application number
CN201621095844.XU
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Chinese (zh)
Inventor
游月灿
李建庄
刘利军
李立新
薛立生
石亚强
董会川
蔡忠泽
王军
郭晓飞
付海姣
张建东
李鹏
申世珂
姚绍康
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.)
China Railway Sixth Group Co Ltd
Shijiazhuang Railway Construction Co Ltd of China Railway Sixth Group Co Ltd
Original Assignee
China Railway Sixth Group Co Ltd
Shijiazhuang Railway Construction Co Ltd of China Railway Sixth Group Co Ltd
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Priority to CN201621095844.XU priority Critical patent/CN206189853U/en
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Publication of CN206189853U publication Critical patent/CN206189853U/en
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Abstract

The utility model discloses a cast -in -place beam formwork support system with door opening belongs to construction technical field. The utility model relates to a cast -in -place beam formwork support system with door opening, including last support system and lower support system, be equipped with a plurality of parallel arrangement's I -steel at the top of door opening, the baffle is laid to the higher authority of I -steel, the lower extreme of going up support system supports on the baffle, goes up support system's upper end and supports on cast -in -place beam's lower surface, lower support system's upper end is supported on the lower surface of I -steel, lower support system's lower extreme support on the basis, door opening setting support system's under centre. The utility model discloses it is easy to set up that the process is simple, the installation is dismantled.

Description

Cast-in-situ Beam form bracing system with door opening
Technical field
The utility model belongs to technical field of building construction, more particularly to a kind of Cast-in-situ Beam shuttering supporting body with door opening System.
Background technology
In road and bridge engineering construction, it is typically necessary and stays gating hole, current Cast-in-situ Beam shuttering supporting mode is present Setting up tedious process, installation and dismounting wastes time and energy.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of Cast-in-situ Beam form bracing system with door opening, Traffic is not influenceed during construction, simple, installing/dismounting is set up easily, shortens the construction period.
In order to solve the above technical problems, technical solution adopted in the utility model is:A kind of Cast-in-situ Beam with door opening Form bracing system, including upper support system and lower support system, are provided with some I-steel arranged in parallel at the top of door opening, Baffle plate is laid above I-steel, the lower end of upper support system is supported on baffle plate, the upper end of upper support system is supported on cast-in-place On the lower surface of beam, the upper end of lower support system is supported on the lower surface of I-steel, and the lower end of lower support system is supported on base On plinth, door opening is arranged on the centre of lower support system.
Further, described upper support system includes some steel pipes in ranks arrangement, and the lower end of steel pipe is provided with bottom Support;Identical, described lower support system includes some steel pipes in ranks arrangement, and the upper end of steel pipe is provided with jacking.
Further, described jacking and collet include trough-shaped base and the screw rod being fixed on base, and screw rod is provided with Adjusting nut, the internal diameter of the diameter less than steel pipe of screw rod, the external diameter of the appearance and size more than steel pipe of adjusting nut.
Further, it is supported on the lumps of wood in jacking and collet trough-shaped base, the lumps of wood is contacted with each surface.
Further, the arrangement of the steel pipe of upper support system is sparse compared to the steel pipe arrangement of lower support system.
Further, described baffle plate is bamboo slab rubber, and its width is identical with the width of door opening, the length of its length and door opening It is identical.
Further, concrete step is provided with the basis of door opening both sides, the lower end of lower support system is supported on coagulation On the rank of earthen platform.
It is using the beneficial effect produced by above-mentioned technical proposal:The utility model is to be equipped with branch up and down in door opening Support body system, is the baffle plate at the top of door opening between upper and lower support system, by baffle plate, support system is divided into two parts, and door opening exists Between lower support system, in construction, people or vehicle can pass through from reserved door opening, not influence traffic, set up letter Single, installing/dismounting is easy;And the pendant thing that baffle plate can be blocked above is dropped in the passage of door opening, it is to avoid injure personnel;Set up Support system does not need too many others equipment and equipment, sets up speed soon, substantially reduces the construction period.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of collet or jacking;
In figure:1st, Cast-in-situ Beam;2nd, collet;3rd, baffle plate;4th, concrete step;5th, door opening;6th, I-steel;7th, upper supporter System;8th, lower support system;9th, jacking;10th, adjusting nut.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
The utility model provides a kind of Cast-in-situ Beam form bracing system with door opening as shown in Figure 1, including upper support System 7 and lower support system 8, some I-steel 6 arranged in parallel are provided with the top of door opening 5, and gear is laid above I-steel 6 Plate 3, the lower end of upper support system 7 is supported on baffle plate 3, and the upper end of upper support system 7 is supported on the lower surface of Cast-in-situ Beam 1, The upper end of lower support system 8 is supported on the lower surface of I-steel 6, and on the basis of the lower end of lower support system 8 is supported on, door opening sets Put in the centre of lower support system 8.In construction, people or vehicle can pass through from reserved door opening, not influence traffic, Set up that operation is simple, installing/dismounting is easy;And the pendant thing that baffle plate can be blocked above is dropped in the passage of door opening, it is to avoid injure Personnel.
Upper support system 7 described in the utility model includes some steel pipes in ranks arrangement, and the lower end of steel pipe is provided with Collet 2;Identical, described lower support system 8 includes some steel pipes in ranks arrangement, and the upper end of steel pipe is provided with jacking 9. Collet 2 increases the contact area of steel pipe and contact component, makes support more solid and reliable, while also will not be to the part of contact Cause to damage.
As shown in Fig. 2 jacking described in the utility model 9 and collet 2 include trough-shaped base and the spiral shell being fixed on base Bar, screw rod is provided with adjusting nut 10, and the internal diameter of the diameter less than steel pipe of screw rod, the appearance and size of adjusting nut 10 is more than steel pipe External diameter.As a example by the steel pipe of system supported above, when using, in screw rod insertion steel pipe, the lower end of steel pipe is supported on adjusting nut On 10, adjusting nut 10 is used to adjust the height of steel pipe, can individually adjust the height of each steel pipe, makes the equal energy of each steel pipe Enough play a part of support.
The measure that the utility model is further taken is supported on the lumps of wood in the trough-shaped base of jacking 9 and collet 2, the lumps of wood Contacted with each surface, contact area is increased using the lumps of wood, support is reliable.
The arrangement of the steel pipe of upper support system 7 is sparse compared to the steel pipe arrangement of lower support system 8 in the utility model.Lower branch Support body system 8 is densely arranged, it is necessary to the weight for carrying relatively goes up support system weight.
Described baffle plate 3 is bamboo slab rubber, and its width is identical with the width of door opening, and its length is identical with the length of door opening, bamboo Offset plate can stop the dust debris for falling down.
In addition, being provided with concrete step 4 on the basis of door opening both sides, the lower end of lower support system 8 is supported on concrete On step 4.
The technical scheme that the utility model is provided is described in detail above, application specific case in the utility model Implementation method of the present utility model is set forth, the explanation of above example is only intended to help and understands the utility model, It should be pointed out that to those of ordinary skill in the art, on the premise of the utility model principle is not departed from, can also be to this Utility model carries out some improvement, and these improvement are also fallen into the utility model scope of the claims.

Claims (7)

1. a kind of Cast-in-situ Beam form bracing system with door opening, it is characterised in that including upper support system(7)And lower support System(8), some I-steel arranged in parallel are provided with the top of door opening(6), I-steel(6)Above lay baffle plate(3), upper branch Support body system(7)Lower end be supported on baffle plate(3)On, upper support system(7)Upper end be supported on Cast-in-situ Beam(1)Lower surface on, Lower support system(8)Upper end be supported on I-steel(6)Lower surface on, lower support system(8)Lower end be supported on the basis of, Door opening is arranged on lower support system(8)Centre.
2. the Cast-in-situ Beam form bracing system with door opening according to claim 1, it is characterised in that described upper support System(7)Including some steel pipes in ranks arrangement, the lower end of steel pipe is provided with collet(2);Identical, described lower support System(8)Including some steel pipes in ranks arrangement, the upper end of steel pipe is provided with jacking(9).
3. the Cast-in-situ Beam form bracing system with door opening according to claim 2, it is characterised in that described jacking (9)And collet(2)Including trough-shaped base and the screw rod being fixed on base, screw rod is provided with adjusting nut(10), screw rod it is straight Footpath is less than the internal diameter of steel pipe, adjusting nut(10)Appearance and size more than steel pipe external diameter.
4. the Cast-in-situ Beam form bracing system with door opening according to claim 1, it is characterised in that in jacking(9)With Collet(2)Trough-shaped base is supported on the lumps of wood, and the lumps of wood is contacted with each surface.
5. the Cast-in-situ Beam form bracing system with door opening according to claim 1, it is characterised in that upper support system (7)Steel pipe arrangement compare lower support system(8)Steel pipe arrangement it is sparse.
6. the Cast-in-situ Beam form bracing system with door opening according to claim 1, it is characterised in that described baffle plate (3)It is bamboo slab rubber, its width is identical with the width of door opening, its length is identical with the length of door opening.
7. the Cast-in-situ Beam form bracing system with door opening according to claim 1, it is characterised in that
Concrete step is provided with the basis of door opening both sides(4), lower support system(8)Lower end be supported on concrete step (4)On.
CN201621095844.XU 2016-09-30 2016-09-30 Cast -in -place beam formwork support system with door opening Active CN206189853U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621095844.XU CN206189853U (en) 2016-09-30 2016-09-30 Cast -in -place beam formwork support system with door opening

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621095844.XU CN206189853U (en) 2016-09-30 2016-09-30 Cast -in -place beam formwork support system with door opening

Publications (1)

Publication Number Publication Date
CN206189853U true CN206189853U (en) 2017-05-24

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Application Number Title Priority Date Filing Date
CN201621095844.XU Active CN206189853U (en) 2016-09-30 2016-09-30 Cast -in -place beam formwork support system with door opening

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CN (1) CN206189853U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112609966A (en) * 2020-12-17 2021-04-06 武汉建工集团股份有限公司 Construction method for constructing super-thick concrete top plate by utilizing simple latticed column laminated slab system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112609966A (en) * 2020-12-17 2021-04-06 武汉建工集团股份有限公司 Construction method for constructing super-thick concrete top plate by utilizing simple latticed column laminated slab system

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