CN206859713U - The supporting construction of superposed type side wall - Google Patents

The supporting construction of superposed type side wall Download PDF

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Publication number
CN206859713U
CN206859713U CN201720773440.XU CN201720773440U CN206859713U CN 206859713 U CN206859713 U CN 206859713U CN 201720773440 U CN201720773440 U CN 201720773440U CN 206859713 U CN206859713 U CN 206859713U
Authority
CN
China
Prior art keywords
superposed type
side wall
bottom plate
steel pipe
type side
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
CN201720773440.XU
Other languages
Chinese (zh)
Inventor
刘全海
苗春生
刘文龙
支佳博
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.)
Hainan senhuang Technology Co., Ltd
Original Assignee
Jilin Mori Building Materials 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 Jilin Mori Building Materials Group Co Ltd filed Critical Jilin Mori Building Materials Group Co Ltd
Priority to CN201720773440.XU priority Critical patent/CN206859713U/en
Application granted granted Critical
Publication of CN206859713U publication Critical patent/CN206859713U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The supporting construction of superposed type side wall,For supporting fixed superposed type side wall in assembling,Including superposed type side wall and superposed type bottom plate,Several steel pipes are provided with superposed type bottom plate,The lower end of each steel pipe is cecum,The cecum of each steel pipe is connected with bottom plate prefabricated board,Each steel pipe is connected with baseplate reinforcing bar cage,The top surface of each steel pipe is located in levelling cast-in-place portion,The top of each steel pipe is equipped with support base,Each support base has sleeve pipe,Free bearing and latch,Its middle sleeve is actively socketed on corresponding steel pipe,Fixed between sleeve pipe and corresponding steel pipe by latch,The bottom surface of sleeve pipe is located at the top in the cast-in-place portion of bottom plate,The upper end of sleeve pipe is connected with free bearing,Adjustable support arm is housed between each free bearing and superposed type side wall,Each support arm one end is hinged with corresponding free bearing,The other end is connected with corresponding superposed type side wall,The structure can simplify process when assembling superposed type side wall,Shorten man-hour.

Description

The supporting construction of superposed type side wall
Technical field
The utility model provides a kind of supporting construction of superposed type side wall.
Background technology
When assembling superposed type side wall, it is necessary to which superposed type side wall is fixed on into superposed type using more adjustable support arms The termination of bottom plate, the supporting construction of existing superposed type side wall mainly have two kinds, and a kind of is that two foots of support arm are passed through into expansion Bolted mode is separately fixed in superposed type side wall and superposed type bottom plate, for proof strength, the pin of each support arm End will at least make a call to four expansion bolts, and after pouring, and the expansion bolt on bottom plate is sealed by the cast-in-place portion of bottom plate, it is necessary to cutting The mode cut separates support arm, and shortcoming is tedious process, and the man-hour for taking site operation is longer;Also one kind is at superposed type bottom Built-in bolt sleeve in plate and superposed type side wall, the process man-hour for beating hole for the expansion bolt is saved, directly twisted bolt, shortcoming It is:Due to still using bolt to fix the foot of support arm, and the bolt on superposed type bottom plate still can be by the cast-in-place portion of bottom plate Seal, it is desired nonetheless to cutting separation, the process of demounting bolt is relatively complicated, and with organize built-in bolt sleeve status requirement compared with It is higher for harshness, difficulty of construction.
The content of the invention
The purpose of this utility model is to provide a kind of supporting construction of superposed type side wall, when assembling superposed type side wall, energy Enough simplify process, shorten man-hour.
The technical solution of the utility model is:The supporting construction of superposed type side wall, including superposed type side wall (1) and superposed type Bottom plate, superposed type bottom plate have baseplate reinforcing bar cage (10), and the bottom of baseplate reinforcing bar cage is fixed with bottom plate prefabricated board (8), Bottom Board Steel The top of muscle cage is the cast-in-place portion of bottom plate (7), and the upper surface in the cast-in-place portion of bottom plate is provided with levelling cast-in-place portion (6);It is characterized in that:Overlapping Several steel pipes (9) are provided with formula bottom plate, the lower end of each steel pipe is cecum, and cecum and the bottom plate prefabricated board of each steel pipe are connected, respectively Steel pipe is connected with baseplate reinforcing bar cage, and the top surface of each steel pipe is located in levelling cast-in-place portion, and the top of each steel pipe is equipped with support base, often Individual support base has sleeve pipe (5), free bearing (3) and a latch (4), its middle sleeve be actively socketed on corresponding on steel pipe, sleeve pipe with Fixed between corresponding steel pipe by latch, the bottom surface of sleeve pipe is located at the top in the cast-in-place portion of bottom plate, and upper end and the free bearing of sleeve pipe are consolidated Even, adjustable support arm (2) be housed between each free bearing and superposed type side wall, each support arm one end is hinged with corresponding free bearing, The other end is connected with corresponding superposed type side wall.
The utility model has the advantages that:During assembling, as long as sleeve pipe is enclosed on steel pipe with finger setting is worn, that is, branch has been installed Base is supportted, then support arm and free bearing or the structure that the foot of support arm is directly made to support base are connected with hinge (11), The connection between support arm and superposed type bottom plate is completed, adjusts the length of support arm to being adapted to, then the other end of support arm is consolidated It is scheduled in superposed type side wall, eliminates punching, twisting the processes such as bolt on superposed type bottom plate;Pre-buried steel pipe top surface and The bottom surface of support base is above the cast-in-place portion of bottom plate, and after the cast-in-place portion of bottom plate has been poured, its attachment structure will not be enclosed in bottom plate In cast-in-place portion, reverse operating installation step can pull down support arm, and be sealed higher than the steel pipe head in the cast-in-place portion of bottom plate by subsequent handling In levelling cast-in-place portion, cutting action is omitted, so as to realize simplified process, shortens the purpose in assembled in situ man-hour, further also Can be cost-effective;When pouring, because the bearing capacity suffered by the foot of support arm is very high, the attachment structure of steel pipe and sleeve pipe compared with Bolt fastening structure is compared, and has the characteristics of intensity is good, connection is reliable, is easy to construct.
Brief description of the drawings
Fig. 1 is the schematic diagram of the supporting construction of the utility model superposed type side wall.
Fig. 2 is the enlarged diagram of a portions structure in Fig. 1.
Fig. 3 is another organigram of the supporting construction of the utility model superposed type side wall.
1 superposed type side wall, 2 support arms, 3 free bearings, 4 latches, 5 sleeve pipes, 6 levelling cast-in-place portions, the cast-in-place portion of 7 bottom plates, 8 bottoms in figure Plate prefabricated board, 9 steel pipes, 10 baseplate reinforcing bar cages, 11 hinges.
Embodiment
The supporting construction of superposed type side wall, including superposed type side wall 1 and superposed type bottom plate, superposed type bottom plate have Bottom Board Steel Muscle cage 10, the bottom of baseplate reinforcing bar cage are fixed with bottom plate prefabricated board 8, and the top of baseplate reinforcing bar cage is the cast-in-place portion 7 of bottom plate, and bottom plate is existing The upper surface for pouring portion is provided with levelling cast-in-place portion 6;Several steel pipes 9 are provided with superposed type bottom plate, the lower end of each steel pipe is cecum, respectively The cecum of steel pipe is connected with bottom plate prefabricated board, and each steel pipe is connected with baseplate reinforcing bar cage, and the top surface of each steel pipe is located at levelling cast-in-place portion Interior, the top of each steel pipe is equipped with support base, and each support base has sleeve pipe 5, free bearing 3 and latch 4, its middle sleeve movable sleeve Corresponding to being connected on steel pipe, fixed between sleeve pipe and corresponding steel pipe by latch, the bottom surface of sleeve pipe is located at the cast-in-place portion of bottom plate Top, upper end and the free bearing of sleeve pipe are connected, and adjustable support arm 2, each support arm are housed between each free bearing and superposed type side wall One end is be hinged with corresponding free bearing, the other end is connected with corresponding superposed type side wall.Described superposed type side wall has side wall steel Muscle cage, side wall prefabricated board is fixed with two side elevations of side wall steel reinforcement cage, and support arm and the connected mode of superposed type side wall use Traditional attachment structure, i.e., built-in screw sleeve or expansion bolt is beaten on its side wall prefabricated board in superposed type side wall, be used for Connect support arm.Described support arm is prior art products, also known as bearing diagonal, is often used to fix wall in assembled architecture (side wall).Described steel pipe can use pipe or square tube, and the shape of cross section of the pipe sleeve matches with corresponding steel pipe.It is described The cast-in-place portion of bottom plate be the area that casting concrete is treated after superposed type side wall and superposed type bottom plate are assembled, on superposed type bottom plate Domain.Described levelling cast-in-place portion is after the cast-in-place portion's concrete coagulation of bottom plate, in its upper surface levelling area with concrete to be poured Domain.The lower end of the steel pipe is cecum, can be at the lower port sealing welding eliminator plate of steel pipe, the edge of eliminator plate for blocking water More than the edge of steel pipe, if necessary, steel duct is filled up into concrete.

Claims (1)

1. the supporting construction of superposed type side wall, including superposed type side wall (1) and superposed type bottom plate, superposed type bottom plate have Bottom Board Steel Muscle cage (10), the bottom of baseplate reinforcing bar cage are fixed with bottom plate prefabricated board (8), and the top of baseplate reinforcing bar cage is the cast-in-place portion of bottom plate (7), The upper surface in the cast-in-place portion of bottom plate is provided with levelling cast-in-place portion (6);It is characterized in that:Several steel pipes (9) are provided with superposed type bottom plate, The lower end of each steel pipe is cecum, and cecum and the bottom plate prefabricated board of each steel pipe are connected, and each steel pipe is connected with baseplate reinforcing bar cage, each steel pipe Top surface be located in levelling cast-in-place portion, the top of each steel pipe is equipped with support base, and each support base has sleeve pipe (5), free bearing (3) it is actively socketed on corresponding steel pipe, is fixed between sleeve pipe and corresponding steel pipe by latch with latch (4), its middle sleeve, The bottom surface of sleeve pipe is located at the top in the cast-in-place portion of bottom plate, and upper end and the free bearing of sleeve pipe are connected, and are filled between each free bearing and superposed type side wall There is adjustable support arm (2), each support arm one end is be hinged with corresponding free bearing, the other end is consolidated with corresponding superposed type side wall Even.
CN201720773440.XU 2017-06-29 2017-06-29 The supporting construction of superposed type side wall Expired - Fee Related CN206859713U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720773440.XU CN206859713U (en) 2017-06-29 2017-06-29 The supporting construction of superposed type side wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720773440.XU CN206859713U (en) 2017-06-29 2017-06-29 The supporting construction of superposed type side wall

Publications (1)

Publication Number Publication Date
CN206859713U true CN206859713U (en) 2018-01-09

Family

ID=60828740

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720773440.XU Expired - Fee Related CN206859713U (en) 2017-06-29 2017-06-29 The supporting construction of superposed type side wall

Country Status (1)

Country Link
CN (1) CN206859713U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108952186A (en) * 2018-08-02 2018-12-07 绍兴职业技术学院 A kind of bearing diagonal mechanism for assembled architecture
CN110905200A (en) * 2019-12-03 2020-03-24 卞清 A high strength adjustable supporting construction for construction
CN111926910A (en) * 2020-07-29 2020-11-13 江苏新盈装配建筑科技有限公司 Installation method of fabricated building

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108952186A (en) * 2018-08-02 2018-12-07 绍兴职业技术学院 A kind of bearing diagonal mechanism for assembled architecture
CN108952186B (en) * 2018-08-02 2023-12-26 绍兴职业技术学院 Inclined support mechanism for assembled building
CN110905200A (en) * 2019-12-03 2020-03-24 卞清 A high strength adjustable supporting construction for construction
CN110905200B (en) * 2019-12-03 2021-10-29 河南博胜建设集团有限公司 A high strength adjustable supporting construction for construction
CN111926910A (en) * 2020-07-29 2020-11-13 江苏新盈装配建筑科技有限公司 Installation method of fabricated building

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Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20200521

Address after: No. 18a1, 17 / F, building g, Shimao Yayuan, No. 2, Shimao East Road, Longhua District, Haikou City, Hainan Province

Patentee after: Hainan senhuang Technology Co., Ltd

Address before: 132101 No. 36, Jianxin street, Jilin economic and Technological Development Zone, Jilin, China

Patentee before: JILIN SENHUANG ARCHITECTURAL MATERIAL GROUP Co.,Ltd.

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: 20180109

Termination date: 20200629