CN101838986B - Disassembling tool type lattice column and construction method thereof - Google Patents
Disassembling tool type lattice column and construction method thereof Download PDFInfo
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- CN101838986B CN101838986B CN200910047722.1A CN200910047722A CN101838986B CN 101838986 B CN101838986 B CN 101838986B CN 200910047722 A CN200910047722 A CN 200910047722A CN 101838986 B CN101838986 B CN 101838986B
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- lattice column
- tool type
- disassembling tool
- steel plate
- lifting
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Abstract
The invention discloses a disassembling tool type lattice column and a construction method thereof. The disassembling tool type lattice column is characterized by comprising a support lattice column fixed inside a stand column bored concrete pile; the support lattice column is provided with the disassembling tool type lattice column used for hanging and fixing; the top of the disassembling tool type lattice column used for hanging and fixing is provided with a first flange steel plate, and the bottom thereof is provided with a second flange steel plate; the top of the support lattice column is provided with a third flange steel plate; and the first, the second and the third flange steel plates are connected with each other by screw rods. The invention has the advantages that lattice column at the fixing and correcting part can be disassembled like a tool, and is repeatedly used; and under the condition of guaranteeing the verticality of the original lattice column, the cost can be saved.
Description
Technical field
The present invention relates to a kind of disassembling tool type lattice column construction method, particularly a kind of disassembling tool type lattice column and construction method thereof adopting when the dark lower and verticality of stake roof fall is had relatively high expectations.
Background technology
At present along with socioeconomic fast development, continuous maximization and the functional diversities of building, the controls such as the verticality of pile foundation engineering design column lattice stanchion, (post center) center, stake position, stake top (capital) absolute altitude require high, deviate must be less than designing requirement, therefore must guarantee the construction qualities such as pore-forming, installation, filling concrete; To measure of pile position location, to pouring pile hole, pile cages, make and weld, disassembling tool type lattice column is spliced and lifts and reclaim and to each operations such as stake commercial concrete pourings, propose higher construction technical requirement.
Summary of the invention
An object of the present invention is to provide a kind of disassembling tool type lattice column adopting when the dark lower and verticality of stake roof fall is had relatively high expectations.
In order to realize this purpose, technical scheme of the present invention is as follows: a kind of disassembling tool type lattice column, it is characterized in that this lattice column comprises the support lattice column being fixed in column castinplace pile, it is fixing with disassembling tool type lattice column that this support lattice column is provided with lifting, lifting is fixing is provided with the first flange steel plate with disassembling tool type lattice column top, lifting is fixing is provided with the second flange steel plate with disassembling tool type lattice column bottom, support lattice column top and be provided with three-flange steel plate, between the first flange steel plate, the second flange steel plate and three-flange steel plate, adopt screw rod to connect.
Another object of the present invention is to provide a kind of disassembling tool type lattice column construction method adopting when the dark lower and verticality of stake roof fall is had relatively high expectations.
In order to realize this purpose, technical scheme of the present invention is as follows: a kind of disassembling tool type lattice column construction method, is characterized in that the method comprises the following steps: A, with disassembling tool type lattice column and support lattice column, move to splicing platform by lifting is fixing; B, will lift fixing with disassembling tool type lattice column with support lattice column splicing; C, 4 screw rods of disassembling tool type lattice column surrounding configuration, screw rod is down worn with disassembling tool type lattice column capital from lifting to fix, and pierces into respectively the screw of the first flange steel plate, the second flange steel plate and three-flange steel plate; D, screw rod pass three-flange steel plate one end and are welded on the nut screwing clamping on three-flange steel plate, and screw rod is connected with a nut through first flange steel plate one end; E, support lattice column and lifting is fixing with disassembling tool type lattice column, carries out integral hoisting, lay and insert in the complete stake hole of pore-forming, lifting is fixing with the disassembling tool type lattice column above certain altitude that bassets; F, pouring concrete, when the concrete strength of smashing to be poured reaches initial set, with the loosening nut of track wrench and screw rod, cut off screw rod as do not become flexible disengagement, then with crane, hangs out disassembling tool type lattice column.
Advantage of the present invention is that the lattice column of fixing and correction portion can equally be dismantled as instrument, Reusability, in the situation that guarantee the verticality of former lattice column, cost-saving.
Accompanying drawing explanation
Fig. 1 is the structural representation of one embodiment of the invention
Fig. 2 is the fixing structural representation with disassembling tool type lattice column of lifting
Fig. 3 is for supporting the structural representation of lattice column
Fig. 4 is the schematic diagram of steps A
Fig. 5 is the schematic diagram of step B
Fig. 6 is the schematic diagram of step C
Fig. 7 is the schematic diagram of step D
Fig. 8 is the schematic diagram of step e
The specific embodiment
In figure, this lattice column comprises the support lattice column 1 being fixed in column castinplace pile, it is fixing with disassembling tool type lattice column 2 that this support lattice column 1 is provided with lifting, lifting is fixing is provided with the first flange steel plate 3 with disassembling tool type lattice column 2 tops, lifting is fixing is provided with the second flange steel plate 4 with disassembling tool type lattice column 2 bottoms, support lattice column 1 top is provided with between three-flange steel plate 5, the first flange steel plates 3, the second flange steel plate 4 and three-flange steel plate 5 and adopts screw rod 6 to connect.
Carrying out, a roof fall is low when darker, in order to guarantee that lattice column is disassembled into power, reuses and cuts the waste, and difficulty of construction has increased a lot; The preparation of disassembling tool type lattice column, with supporting the assembled of lattice column, the construction control such as lattice column integral hoisting Strength and stability, lattice column installation verticality, absolute altitude, direction are very difficult with engineering.Therefore produce following imagination:
(1) establish from supporting lattice column end face absolute altitude to concrete terrace, the lattice column that lifting fixed support lattice column is used and ground are shelved above fixing and are proofreaied and correct the lattice column needing, fixing with disassembling tool type lattice column for lifting;
(2) according to this imagination, lattice column is divided into two parts and forms, take and design that to support lattice capital absolute altitude be boundary; The support lattice column that the following part lattice column of absolute altitude is used for design propping works, inserts and is fixed in column castinplace pile; The above part lattice column of absolute altitude is configured to lift fixing with disassembling tool type lattice column, reuses;
(3) when construction, need connecting portion to adopt flange Plate Welding disassembling tool type lattice column bottom, will support lattice column end face needs connecting portion also to adopt flange Plate Welding; And in lattice column, weld 4 and locate angle steel, then with long bolt, make silk mouth and be spliced into whole lattice column, and long bolt must be connected and the certain altitude that elevates above the soil, when concrete has watered and reach concrete initial set, become flexible and exit screw rod, as do not become flexible disengagement, cutting open, will lift up and down fixing with disassembling tool type lattice column and support lattice column and the disengagement of instrument lattice column, the lifting that hangs out upper part with crane is fixing with disassembling tool type lattice column, reaches the function of disassembling tool type lattice column.
Therefore, according to one embodiment of present invention, a kind of disassembling tool type lattice column, it is characterized in that this lattice column comprises the support lattice column 1 being fixed in column castinplace pile, it is fixing with disassembling tool type lattice column 2 that this support lattice column is provided with lifting, lifting is fixing is provided with the first flange steel plate 3 with disassembling tool type lattice column 2 tops, lifting is fixing is provided with the second flange steel plate 4 with disassembling tool type lattice column 2 bottoms, support lattice column 1 top and be provided with three-flange steel plate 5, the first flange steel plate 3, between the second flange steel plate 4 and three-flange steel plate 5, adopt screw rod 6 to connect.Wherein lifting is fixing with the same lattice column 1 that supports of disassembling tool type lattice column 2 overall dimensions.
Its construction method is as follows:
A, support lattice column 1 and lifting is fixing with disassembling tool type lattice column 2, all adopts outer processing, enter behind scene and to be spliced into integral body splicing on platform 7.
B, 4 diameter 25mm screw rods 6 of disassembling tool type lattice column surrounding configuration, the certain altitude that elevates above the soil, the long all about 75mm of 6 liang of captacula teeth of screw rod.Screw rod 6 fixing is down worn with disassembling tool type lattice column 2 capitals from lifting, the 3rd screw of sending out steel plate 5 blue that pierces into that support lattice column 1 welded.
C, splicing platform 7 on, screw rod 6 by lift fixing with disassembling tool type lattice column 2, through first of a thick 20mm of end face, send out steel plate blue wear tooth screw ￠ 30, downward the first flange steel plate 3 by thick 20mm and the second flange steel plate 4 wear tooth screw ￠ 30.
D, screw rod 6 are tightened and are supported the double nut 8 that lattice column three-flange steel plate 5 bottoms have welded to next thread, screw rod 6 tightens a nut 9 at a upwards thread on tool-type lattice column the first flange steel plate 3 tops, being assembled into whole joint lattice column, to make levelling vertical with school, and do temporary fixedly, through checking size, mark elevation control line.
E, after meeting the requirements, start to lift, adopt 3, crane to hang, after aerial Hui Zhi, hang head, after lifting is fixed and hung with whole lattice column 2, lifting is fixing with disassembling tool type lattice column 2 certain altitude that bassets, and must survey accurate support lattice column capital design elevation with level gauge.
When F, the concrete strength of smashing to be poured reach initial set, with the loosening nut of track wrench and long bolt, as do not become flexible disengagement, cut off screw rod, then with crane, hang out lifting fixing with disassembling tool type lattice column 2.
After pulling down, this lifts the fixing fastness with disassembling tool type lattice column and verticality etc. on inspection, and after meeting the requirements, front step repeats in other stand column pile, to carry out lattice column lifting like this, meets disassembling tool type lattice column use function.
Control and require: scene arranges splicing platform, verticality and the level of with transit and level gauge, proofreading and correct splicing platform, to guarantee that platform meets the requirements.Then on platform, eject the reference line of controlling lattice column, to guarantee to splice the verticality of rear lattice column.With crane, respectively the assembled support lattice column of need is winched on platform with disassembling tool type lattice column with lifting is fixing, with long bolt, upper and lower two parts are stitched together, and with spirit level, proofread and correct the lattice column having spliced, whole joint should be made, be welded, be assembled into lower partitive case structure post.
For preventing the stressed excessive generation distortion at bolt position after lifting, lattice column and lifting are fixing to be connected with electric welding with the stitching portion of disassembling tool type lattice column temporarily supporting, in hanging process lattice column vertically after, with gas welding, reject.Adopting crane to lift by crane whole joint lattice column need configure fringed iris herb, arrange suspension centre etc. by actual conditions, guarantees not flexural deformation.When stand column pile pore-forming finishes, gaging hole completes, after qualified examination, with crane, hang filling pile cage of reinforcement and lattice column is assigned.
Claims (2)
1. a disassembling tool type lattice column construction method, it is characterized in that this lattice column comprises the support lattice column being fixed in column castinplace pile, it is fixing with disassembling tool type lattice column that this support lattice column is provided with lifting, lifting is fixing is provided with the first flange steel plate with disassembling tool type lattice column top, lifting is fixing is provided with the second flange steel plate with disassembling tool type lattice column bottom, support lattice column top and be provided with three-flange steel plate, the first flange steel plate, between the second flange steel plate and three-flange steel plate, adopt screw rod to connect, the method comprises the following steps: A, lifting is fixed with disassembling tool type lattice column and support lattice column and moved to splicing platform, B, will lift fixing with disassembling tool type lattice column with support lattice column splicing, C, fixing 4 screw rods of disassembling tool type lattice column surrounding configuration of using of lifting, screw rod is down worn with disassembling tool type lattice column capital from lifting to fix, and pierces into respectively the screw of the first flange steel plate, the second flange steel plate and three-flange steel plate, D, screw rod pass three-flange steel plate one end and are welded on the nut screwing clamping on three-flange steel plate, and screw rod is connected with a nut through first flange steel plate one end, E, support lattice column and lifting is fixing with disassembling tool type lattice column, carries out integral hoisting, lay and insert in the complete stake hole of pore-forming, lifting is fixing with the disassembling tool type lattice column above certain altitude that bassets, F, pouring concrete, when the concrete strength of smashing to be poured reaches initial set, with the loosening nut of track wrench and screw rod, cut off screw rod as do not become flexible disengagement, then with crane, hangs out lifting and fixedly use disassembling tool type lattice column.
2. disassembling tool type lattice column construction method as claimed in claim 1, it is characterized in that in step e, before lifting, the fixing stitching portion with disassembling tool type lattice column and support lattice column of lifting is connected with electric welding temporarily, in hanging process lattice column vertically after, with gas welding, reject.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN200910047722.1A CN101838986B (en) | 2009-03-17 | 2009-03-17 | Disassembling tool type lattice column and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN200910047722.1A CN101838986B (en) | 2009-03-17 | 2009-03-17 | Disassembling tool type lattice column and construction method thereof |
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| CN101838986A CN101838986A (en) | 2010-09-22 |
| CN101838986B true CN101838986B (en) | 2014-03-12 |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225308B (en) * | 2013-05-08 | 2016-05-25 | 周正海 | Pillar construction and comprise the foundation pit support system of this pillar construction |
| CN103233478B (en) * | 2013-05-08 | 2016-01-20 | 周正海 | Pillar construction and comprise the foundation pit support system of this pillar construction |
| CN103233474B (en) * | 2013-05-08 | 2016-01-20 | 周正海 | Pillar construction and comprise the foundation pit support system of this pillar construction |
| CN103726674B (en) * | 2013-12-27 | 2016-01-13 | 上海建工二建集团有限公司 | Lattice column method for dismounting |
| CN104358262A (en) * | 2014-09-29 | 2015-02-18 | 中国建筑第八工程局有限公司 | Detachable tool type deep foundation pit inner support guide pillar and construction method |
| CN108867663A (en) * | 2018-08-24 | 2018-11-23 | 浙江大东吴集团建设有限公司 | A kind of control device and localization method of steel pile verticality |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0038523A1 (en) * | 1980-04-21 | 1981-10-28 | Astro Research Corporation | Redundant deployable lattice column |
| JP3233061B2 (en) * | 1997-03-18 | 2001-11-26 | トヨタ自動車株式会社 | Vehicle stop information transmitting device and vehicle stop display device |
| CN2880923Y (en) * | 2005-09-29 | 2007-03-21 | 刘有才 | Connecting structure of tower crane and steel lattice construction stalk in deep foundation pit |
| CN201053123Y (en) * | 2007-06-28 | 2008-04-30 | 宏润建设集团股份有限公司 | Deep foundation ditch tower crane platform base frame |
| CN101333869A (en) * | 2008-07-03 | 2008-12-31 | 上海市第四建筑有限公司 | Construction method for integrally hoisting steel platform and integrally traversing girders layer |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2920304B2 (en) * | 1990-02-05 | 1999-07-19 | 積水ハウス株式会社 | Lattice column |
-
2009
- 2009-03-17 CN CN200910047722.1A patent/CN101838986B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0038523A1 (en) * | 1980-04-21 | 1981-10-28 | Astro Research Corporation | Redundant deployable lattice column |
| JP3233061B2 (en) * | 1997-03-18 | 2001-11-26 | トヨタ自動車株式会社 | Vehicle stop information transmitting device and vehicle stop display device |
| CN2880923Y (en) * | 2005-09-29 | 2007-03-21 | 刘有才 | Connecting structure of tower crane and steel lattice construction stalk in deep foundation pit |
| CN201053123Y (en) * | 2007-06-28 | 2008-04-30 | 宏润建设集团股份有限公司 | Deep foundation ditch tower crane platform base frame |
| CN101333869A (en) * | 2008-07-03 | 2008-12-31 | 上海市第四建筑有限公司 | Construction method for integrally hoisting steel platform and integrally traversing girders layer |
Non-Patent Citations (2)
| Title |
|---|
| 朱良锋等.钢格构柱塔吊基础设计与施工.《施工技术》.2006,第35卷(第11期),56-57. |
| 钢格构柱塔吊基础设计与施工;朱良锋等;《施工技术》;20061130;第35卷(第11期);56-57 * |
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Owner name: SHANGHAI MECHANIZED CONSTRUCTION CO., LTD. Free format text: FORMER NAME: SHANGHAI CITY MACHINERY CONSTRUCTION CO., LTD. |
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Address after: 201802 Shanghai City, Jiading District Nanxiang Town, Shanghai Yi Road No. 1255 Patentee after: Shanghai Mechanized Construction Group Co., Ltd. Address before: 201802 Shanghai City, Jiading District Nanxiang Town, Shanghai Yi Road No. 1255 Patentee before: Shanghai Mechanized Construction Co., Ltd. |
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Granted publication date: 20140312 Termination date: 20200317 |