CN209260722U - A kind of foundation pit concrete breast beam fast dismounting device - Google Patents

A kind of foundation pit concrete breast beam fast dismounting device Download PDF

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Publication number
CN209260722U
CN209260722U CN201821950920.XU CN201821950920U CN209260722U CN 209260722 U CN209260722 U CN 209260722U CN 201821950920 U CN201821950920 U CN 201821950920U CN 209260722 U CN209260722 U CN 209260722U
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CN
China
Prior art keywords
waist rail
hole
hoist
foundation pit
supporting beam
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CN201821950920.XU
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Chinese (zh)
Inventor
陈德国
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Rail Transit Engineering Co Ltd of China Railway 21St Bureau Group Co Ltd
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Rail Transit Engineering Co Ltd of China Railway 21St Bureau Group Co Ltd
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Priority to CN201821950920.XU priority Critical patent/CN209260722U/en
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Abstract

A kind of foundation pit concrete breast beam fast dismounting device; foundation pit surrounding is provided with fender post; crown beam is provided at the top of fender post; multilayer waist rail is arranged at intervals with inside foundation pit; supporting beam is arranged at intervals on waist rail inside foundation pit; several waist rail holes for hoist vertically are arranged at intervals with through waist rail inside waist rail, several cutting holes are vertically arranged at intervals in the waist rail protective layer of fender post side, supporting beam is interior to be vertically arranged at intervals with several supporting beam holes for hoist through supporting beam;The utility model, which has, designs reasonable, of simple structure and low cost, using flexible, can promote and apply in the Demolition Construction of concrete temporary component.

Description

A kind of foundation pit concrete breast beam fast dismounting device
Technical field
The utility model belongs to technical field of building construction, and in particular to arrives a kind of interim coagulation of City Subway Station foundation pit Device is cut and disassembled in native inner support.
Background technique
In the construction of city underground deep basal pit Project design, to ensure construction safety, support form is generally used in foundation pit " bracing members+steel purlin " or " concrete support+concrete breast beam " or both mix support construction, especially by engineering water When text, geological conditions or surrounding enviroment condition limit, gib mostly uses concrete supporting structure in deep basal pit, but how to pacify Full dismantling concrete inner supporting structure is one of important content of security of foundation ditch construction.Traditional bracing demolition method, generally It perhaps crusher machine mode or is manually abolished using the mechanical tools strength such as pneumatic pick or using rope sawing using demolition blasting Cut piecemeal dismounting.Chinese patent CN108166500A discloses one kind deep foundation ditch concrete cutting disassembling and recovery method near a river, Concrete inner support is supported using split heads, bores hole for hoist in the supporting beam of inner support, is sawed using rope and carries out static(al) cutting, will cut The supporting beam of inner support after cutting goes out construction site using hole for hoist collective conveyance and is recycled, and constructing operation is simple, Concrete cutting disassembling and recovery method are efficient, safe and environment-friendly, and environmental pollution is lower, but this method needs to carry out largely Concrete drill core takes Kong Zuoye, and construction cost is high.
Summary of the invention
The technical problem to be solved by the utility model is to overcome the deficiencies in the prior art, provide a kind of design rationally, Constructing operation is simple, safe and environment-friendly, the lower foundation pit concrete breast beam fast dismounting device of environmental pollution.
Solve above-mentioned technical problem the technical solution adopted is that: foundation pit surrounding is provided with fender post, goes along with sb. to guard him stake top and is provided with Crown beam is arranged at intervals with multilayer waist rail inside foundation pit, is arranged at intervals with supporting beam inside foundation pit on waist rail, vertically passes through inside waist rail It wears waist rail and is arranged at intervals with several waist rail holes for hoist, be vertically arranged at intervals with several cut in the waist rail protective layer of fender post side Hole is cut, runs through supporting beam in supporting beam and is vertically arranged at intervals with several supporting beam holes for hoist.
The waist rail hole for hoist, cutting hole, supporting beam hole for hoist of the utility model are all made of hard straight PVC pipe, waist rail lifting Hole, supporting beam hole for hoist tubing caliber are 100~200mm, and cutting hole tubing caliber is 20~30mm.
The waist rail hole for hoist of the utility model, cutting hole, supporting beam hole for hoist both ends be all made of adhesive tape sealing.
The waist rail hole for hoist of the utility model is vertically provided at the center in waist rail cross section, the transverse direction in distance cutting hole Distance is 30cm.
The utility model has the advantage that compared with the prior art
The utility model uses the preparatory installation settings before the supporting beam of deep basal pit inner support, waist rail concreting and hangs Hole, cutting hole are filled, a large amount of concrete drill hole core work is saved, improves construction efficiency, the utility model has design Rationally, of simple structure and low cost, using flexible can promote and apply in the Demolition Construction of concrete temporary component.
Detailed description of the invention
Fig. 1 is the utility model foundation pit top view.
Fig. 2 is the utility model foundation pit cross-section diagram.
Fig. 3 is waist rail cloth hole schematic diagram in Fig. 1.
Fig. 4 is the cross-sectional view of Fig. 3.
Fig. 5 is supporting beam cloth hole schematic diagram in Fig. 1.
In figure: 1, waist rail;2, fender post;3, supporting beam;4, crown beam;A, waist rail hole for hoist;B, hole is cut;C, supporting beam is hung Fill hole.
Specific embodiment
The utility model is described in further details with reference to the accompanying drawings and examples, but the utility model is not limited to this A little embodiments.
Embodiment 1
In Fig. 1~5, a kind of foundation pit concrete breast beam fast dismounting device of the utility model is pacified in foundation pit top surrounding It equipped with fender post 2, goes along with sb. to guard him stake top 2 and is provided with crown beam 4, multilayer waist rail 1 is arranged at intervals with inside foundation pit, inside foundation pit on waist rail 1 It is arranged at intervals with supporting beam 3, the waist rail 1 and supporting beam 3 of the present embodiment are reinforced concrete structure, and 1 inside of waist rail is vertically passed through Wear waist rail 1 be spaced it is pre-buried be machined with waist rail hole for hoist a, the center of adjacent waist rail hole for hoist a is away from for 100cm, and center is away from can root According to the configuring condition appropriate adjustment of hanging device, several cut vertically is arranged at intervals in 2 side waist rail of fender post, 1 protective layer Cut hole b, the adjacent cutting hole center b is away from for 200cm, and center is away from can be according to the configuring condition appropriate adjustment of hanging device Waist rail hole for hoist a be vertically provided at the center in 1 cross section of waist rail, the lateral distance of distance cutting hole b is 30cm.Support Several supporting beam hole for hoist c, the waist rail hole for hoist a, cutting hole b, branch are vertically arranged at intervals with through supporting beam 3 in beam 3 Support beam hole for hoist c is all made of hard straight PVC pipe, and waist rail hole for hoist a, supporting beam hole for hoist c tubing caliber are 100~200mm, cuts Cut hole b tubing caliber be 20~30mm, the waist rail hole for hoist a, cutting hole b, supporting beam hole for hoist c both ends be all made of Bright rubber belt sealing, in use, cutting tool protrudes into slit shearing waist rail 1 in cutting hole b, lifting device protrudes into waist rail hole for hoist a The waist rail 1 cut is inside removed, lifting device protrudes into the supporting beam 3 removed and cut in supporting beam hole for hoist c.

Claims (4)

1. a kind of foundation pit concrete breast beam fast dismounting device, it is characterised in that: foundation pit surrounding is provided with fender post, goes along with sb. to guard him stake top It is provided with crown beam, is arranged at intervals with multilayer waist rail inside foundation pit, is arranged at intervals with supporting beam inside foundation pit on waist rail, inside waist rail Several waist rail holes for hoist vertically are arranged at intervals with through waist rail, are vertically arranged at intervals in the waist rail protective layer of fender post side Several cutting holes, supporting beam is interior to be vertically arranged at intervals with several supporting beam holes for hoist through supporting beam.
2. a kind of foundation pit concrete breast beam fast dismounting device according to claim 1, it is characterised in that: the waist rail Hole for hoist, cutting hole, supporting beam hole for hoist are all made of hard straight PVC pipe, and waist rail hole for hoist, supporting beam hole for hoist tubing caliber are 100~200mm, cutting hole tubing caliber are 20~30mm.
3. a kind of foundation pit concrete breast beam fast dismounting device according to claim 2, it is characterised in that: the waist rail Hole for hoist, cutting hole, supporting beam hole for hoist both ends be all made of adhesive tape sealing.
4. a kind of foundation pit concrete breast beam fast dismounting device according to claim 1, it is characterised in that: the waist rail Hole for hoist is vertically provided at the center in waist rail cross section, and the lateral distance in distance cutting hole is 30cm.
CN201821950920.XU 2018-11-23 2018-11-23 A kind of foundation pit concrete breast beam fast dismounting device Active CN209260722U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821950920.XU CN209260722U (en) 2018-11-23 2018-11-23 A kind of foundation pit concrete breast beam fast dismounting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821950920.XU CN209260722U (en) 2018-11-23 2018-11-23 A kind of foundation pit concrete breast beam fast dismounting device

Publications (1)

Publication Number Publication Date
CN209260722U true CN209260722U (en) 2019-08-16

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821950920.XU Active CN209260722U (en) 2018-11-23 2018-11-23 A kind of foundation pit concrete breast beam fast dismounting device

Country Status (1)

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CN (1) CN209260722U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113638424A (en) * 2021-08-05 2021-11-12 中铁三局集团华东建设有限公司 Method for dismantling waist beam of truss concrete support system
CN115506371A (en) * 2022-10-28 2022-12-23 中建一局集团建设发展有限公司 Construction method for dismantling ultrahigh inner support of deep foundation pit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113638424A (en) * 2021-08-05 2021-11-12 中铁三局集团华东建设有限公司 Method for dismantling waist beam of truss concrete support system
CN113638424B (en) * 2021-08-05 2023-03-07 中铁三局集团华东建设有限公司 Method for dismantling waist beam of truss concrete support system
CN115506371A (en) * 2022-10-28 2022-12-23 中建一局集团建设发展有限公司 Construction method for dismantling ultrahigh inner support of deep foundation pit

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