CN106013420A - Supporting steel lattice column and bottom concrete composite device - Google Patents

Supporting steel lattice column and bottom concrete composite device Download PDF

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Publication number
CN106013420A
CN106013420A CN201610418384.8A CN201610418384A CN106013420A CN 106013420 A CN106013420 A CN 106013420A CN 201610418384 A CN201610418384 A CN 201610418384A CN 106013420 A CN106013420 A CN 106013420A
Authority
CN
China
Prior art keywords
concrete
steel
lattice column
steel lattice
column
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.)
Pending
Application number
CN201610418384.8A
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Chinese (zh)
Inventor
马开明
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 MCC17 Group Co Ltd
Original Assignee
China MCC17 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 China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201610418384.8A priority Critical patent/CN106013420A/en
Publication of CN106013420A publication Critical patent/CN106013420A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007Base structures; Cellars
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484Details of floor panels or slabs

Abstract

The invention discloses a supporting steel lattice column and bottom concrete composite device. The device comprises a basement floor, wherein a supporting steel lattice column and high-strength expansive concrete are arranged in the middle of the basement floor, and the supporting steel lattice column is arranged in the middle of the high-strength expansive concrete; a fast-easy setback grid is arranged on the basement floor, and surface ribs are welded to the fast-easy setback grid. By adopting the supporting steel lattice column and bottom concrete composite waterproof technique, construction can be conducted under a humid working surface, and maintenance work in the later stage is reduced greatly; waterproof effect is highly reliable, and social benefits are high; furthermore, construction is convenient and quick, equipment is easy to operate, comprehensive cost is low, economic benefits are remarkable, and it is not hard to conclude that economic benefits and social benefits are higher compared with similar techniques.

Description

A kind of set composite supporting steel lattice column underplate concrete
Technical field
The present invention relates to a kind of supporting steel, a kind of set composite supporting steel lattice column underplate concrete, belong to In technical field of buildings.
Background technology
At present, city foundation ditch typically uses support post, and the node that basement bottom board worn by column is normally at basement Buried depth depths, belongs to waterproof construction weak link, the most both at home and abroad the waterproof many employing steel plate for sealing water of stand column pile or seal ring, this Place's water pressure is relatively big, often produces seepage, uses rigid flexible system, multi-way prevention many kinds of measures, is current column waterproof construction Trend, therefore support post uses composite water-proof to be following development trend.
Summary of the invention
The present invention provides a kind of set composite supporting steel lattice column underplate concrete, and operating condition requires low, construction Convenient, waterproof firmly, good endurance, simple to operation, water proofing property is strong.
In order to solve above-mentioned technical problem, the invention provides following technical scheme:
A kind of set composite supporting steel lattice column underplate concrete of the present invention, including basement bottom board, at the bottom of described basement Being provided with support steel lattice column and high intensity swelled mixture earth in the middle part of plate, described support steel lattice column is arranged on high intensity and expands The middle part of mixed earth, described basement bottom board is provided with fast-easy closing-up net, and described fast easy-to-closing is provided with gluten welding on the net.
As a preferred technical solution of the present invention, structure as it has been described above,
Pour Percussion Piles concrete rear when putting steel column, in the range of floor level, in part steel column, be filled with concrete, and Steel column inner concrete cannot be cut because space is little between 4 angle steel of steel column, put waterproof construction and bring hidden danger of quality, punish two at this The secondary baseplate reinforcing bar concrete that pours, supports steel lattice column not steel plate for sealing water, and node waterproof way is as follows, and construction procedure is as follows:
After step one, concrete cushion have poured, supporting steel lattice column periphery brush cement based penetration crystallization type water proofing paint Turn over 300mm on and, 4mm post-consumer polymer modified asphalt waterproof coiled material is rolled up to steel column steel limit and with sealant sealing, then waters Build 50mm thickness pea gravel concreten protective layer;
After step 2, base plate steel bar binding are good, carry out 400 thickness before casting concrete hangs mould;
Step 3, pour underplate concrete, remove and hang mould, except horizontal shore after basement negative one Rotating fields completes, finally With oxygen gas cutting except angle steel, angle steel periphery concrete chisel 20mm is deep, with 1:2 waterproof mortar polishing after cutting off, by base plate at box out Concrete surface processes, at the bottom of hole and hole side all brush cement based penetration crystallization type water proofing paints;
Step 4, high intensity expansive concrete the maintenance of teeming, cement based of then constructing together with indoor large-area base plate is oozed Crystalline waterproof coating, consumption thoroughly " 1.5Kg/m2.
The present invention is reached to provide the benefit that:
The present invention uses support steel lattice column underplate concrete composite water-proof technology, it is possible to execute under the moist scope of operation Work, greatly reduces later stage heavy maintenance capacity, and its waterproof effect is fine, and convenient and quick construction, plant operation letter Single, comprehensive cost is relatively low, and economic benefit is obvious, it is seen that, compared with similar technique, economic and social benefit is notable.
Accompanying drawing explanation
Accompanying drawing is for providing a further understanding of the present invention, and constitutes a part for description, with the reality of the present invention Execute example together for explaining the present invention, be not intended that limitation of the present invention.In the accompanying drawings:
Fig. 1 is a kind of compound structural representation supporting steel lattice column underplate concrete of the present invention;
In figure: 1, gluten welding;2, fast-easy closing-up net;3, high intensity swelled mixture earth;4, steel lattice column is supported;5, basement Base plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are illustrated, it will be appreciated that preferred reality described herein Execute example be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment: as it is shown in figure 1, a kind of set composite supporting steel lattice column underplate concrete of the present invention, including ground Lower room base plate 5, is provided with support steel lattice column 4 and high intensity swelled mixture earth, described supporting steel in the middle part of described basement bottom board 5 Lattice column 4 is arranged on the middle part of high intensity swelled mixture earth 3, and described basement bottom board 5 is provided with fast-easy closing-up net 2, described Fast-easy closing-up net 2 is provided with gluten welding 1.
Structure as it has been described above,
Pour Percussion Piles concrete rear when putting steel column, in the range of floor level, in part steel column, be filled with concrete, and Steel column inner concrete cannot be cut because space is little between 4 angle steel of steel column, put waterproof construction and bring hidden danger of quality, punish two at this The secondary baseplate reinforcing bar concrete that pours, supports steel lattice column 4 not steel plate for sealing water, and node waterproof way is as follows, and construction procedure is as follows:
After step one, concrete cushion have poured, supporting steel lattice column 4 periphery brush cement based penetration crystallization type water proofing paint Turn over 300mm on and, 4mm post-consumer polymer modified asphalt waterproof coiled material is rolled up to steel column steel limit and with sealant sealing, then waters Build 50mm thickness pea gravel concreten protective layer;
After step 2, base plate steel bar binding are good, carry out 400 thickness before casting concrete hangs mould;
Step 3, pour underplate concrete, remove and hang mould, except horizontal shore after basement negative one Rotating fields completes, finally With oxygen gas cutting except angle steel, angle steel periphery concrete chisel 20mm is deep, with 1:2 waterproof mortar polishing after cutting off, by base plate at box out Concrete surface processes, at the bottom of hole and hole side all brush cement based penetration crystallization type water proofing paints;
Step 4, high intensity expansive concrete the maintenance of teeming, cement based of then constructing together with indoor large-area base plate is oozed Crystalline waterproof coating, consumption thoroughly " 1.5Kg/m2.
Support steel lattice column 4 underplate concrete composite water-proof construction technology, after concrete cushion 10 has poured, at steel Support steel lattice column 4 periphery brush cement based penetration crystallization type water proofing paint 4 and on turn over 300mm, 4mm post-consumer polymer modification is dripped Blue or green waterproof roll is rolled up to steel column steel limit and with sealant sealing, then pours 50mm thickness pea gravel concreten protective layer.Bottom Board Steel After muscle colligation is good, carry out 400 thickness before casting concrete hangs mould.Pour underplate concrete, remove and hang mould, treat basement negative one Rotating fields removes horizontal shore after completing, finally with oxygen gas cutting except angle steel, angle steel periphery concrete chisel 20mm is deep, uses after cutting off 1:2 waterproof mortar polishing, processes underplate concrete surface at box out, at the bottom of hole and hole side all brush cement-base infiltration crystallizations Type water-repellent paint 4.High grade expansive concrete 3 maintenance of teeming, cement based of then constructing together with indoor large-area base plate Penetration crystallization type water proofing paint, consumption " 1.5Kg/m2.
Support steel lattice column is used to use composite water-proof construction technology can effectively promote column waterproof construction quality, it is to avoid Later stage seepage repairment, creates profit and income is an up enterprise management level and creates the effective means of benefit
The present invention uses support steel lattice column underplate concrete composite water-proof technology, it is possible to execute under the moist scope of operation Work, greatly reduces later stage heavy maintenance capacity, and its waterproof effect is the most trusted, achieves the social benefit of brush very well, and Convenient and quick construction, plant is simple to operate, and comprehensive cost is relatively low, and economic benefit is obvious, it is seen that, with similar skill Art is compared, and economic and social benefit is notable.
Finally it is noted that the foregoing is only the preferred embodiments of the present invention, it is not limited to the present invention, Although being described in detail the present invention with reference to previous embodiment, for a person skilled in the art, it still may be used So that the technical scheme described in foregoing embodiments to be modified, or wherein portion of techniques feature is carried out equivalent. All within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included in the present invention's Within protection domain.

Claims (2)

1. support a set composite for steel lattice column underplate concrete, including basement bottom board (5), it is characterised in that institute State basement bottom board (5) middle part and be provided with support steel lattice column (4) and high intensity swelled mixture earth (3), described supporting steel lattice Column (4) is arranged on the middle part of high intensity swelled mixture earth (3), and described basement bottom board (5) is provided with fast-easy closing-up net (2), Described fast-easy closing-up net (2) is provided with gluten welding (1).
2. the complex method supporting steel lattice column underplate concrete, it is characterised in that in structure such as claim 1,
Pour Percussion Piles concrete rear when putting steel column, in the range of floor level, in part steel column, be filled with concrete, and Steel column inner concrete cannot be cut because space is little between steel column (4) individual angle steel, put waterproof construction and bring hidden danger of quality, punish at this Two-step pouring baseplate reinforcing bar concrete, supports steel lattice column (4) not steel plate for sealing water, and node waterproof way is as follows, construction procedure As follows:
After step one, concrete cushion have poured, it is coated with supporting steel lattice column (4) periphery brush cement-base infiltration crystallization type water-proof Material and on turn over 300mm, by 4mm post-consumer polymer modified asphalt waterproof coiled material roll up to supporting steel lattice column (4) limit and using fluid sealant Seal, then pour 50mm thickness pea gravel concreten protective layer;
After step 2, base plate steel bar binding are good, carry out 400 thickness before casting concrete hangs mould;
Step 3, pour underplate concrete, remove and hang mould, except horizontal shore after basement negative one Rotating fields completes, finally With oxygen gas cutting except angle steel, angle steel periphery concrete chisel 20mm is deep, with 1:2 waterproof mortar polishing after cutting off, by base plate at box out Concrete surface processes, at the bottom of hole and hole side all brush cement based penetration crystallization type water proofing paints;
Step 4, high intensity expansive concrete the maintenance of teeming, cement based of then constructing together with indoor large-area base plate is oozed Crystalline waterproof coating thoroughly, consumption is more than 1.5Kg/m2.
CN201610418384.8A 2016-06-08 2016-06-08 Supporting steel lattice column and bottom concrete composite device Pending CN106013420A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610418384.8A CN106013420A (en) 2016-06-08 2016-06-08 Supporting steel lattice column and bottom concrete composite device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610418384.8A CN106013420A (en) 2016-06-08 2016-06-08 Supporting steel lattice column and bottom concrete composite device

Publications (1)

Publication Number Publication Date
CN106013420A true CN106013420A (en) 2016-10-12

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CN (1) CN106013420A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4552114B2 (en) * 2004-06-03 2010-09-29 清水建設株式会社 Synthetic wall
CN103696437A (en) * 2013-12-14 2014-04-02 上海建工二建集团有限公司 Construction method for cutting latticed column
CN204343339U (en) * 2014-12-11 2015-05-20 深圳市典汉濠建筑工程有限公司 A kind of temporary support columns waterproof base plate
CN104652495A (en) * 2015-01-27 2015-05-27 江苏省华建建设股份有限公司 Waterproof construction process for joint of inner support upright post of foundation pit and bottom plate
CN104895092A (en) * 2015-06-02 2015-09-09 中建四局第六建筑工程有限公司 Method for using inner-support temporary latticed column as permanent structure column

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4552114B2 (en) * 2004-06-03 2010-09-29 清水建設株式会社 Synthetic wall
CN103696437A (en) * 2013-12-14 2014-04-02 上海建工二建集团有限公司 Construction method for cutting latticed column
CN204343339U (en) * 2014-12-11 2015-05-20 深圳市典汉濠建筑工程有限公司 A kind of temporary support columns waterproof base plate
CN104652495A (en) * 2015-01-27 2015-05-27 江苏省华建建设股份有限公司 Waterproof construction process for joint of inner support upright post of foundation pit and bottom plate
CN104895092A (en) * 2015-06-02 2015-09-09 中建四局第六建筑工程有限公司 Method for using inner-support temporary latticed column as permanent structure column

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
石伟国等: "地下室基坑采用内支撑的立柱与底板节点防水施工技术", 《地下建筑防水》 *

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Application publication date: 20161012

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