CN105569054A - Device and method for controlling direction and elevation of lattice column below ground - Google Patents
Device and method for controlling direction and elevation of lattice column below ground Download PDFInfo
- Publication number
- CN105569054A CN105569054A CN201610070726.1A CN201610070726A CN105569054A CN 105569054 A CN105569054 A CN 105569054A CN 201610070726 A CN201610070726 A CN 201610070726A CN 105569054 A CN105569054 A CN 105569054A
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- lattice column
- ground
- square frame
- opposite side
- absolute altitude
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a device and method for controlling the direction and elevation of a lattice column below the ground. The problems that the elevation cannot be controlled and the direction of the lattice column is difficult to control on the construction site due to the fact that the top elevation of the lattice column is below the ground can be solved. Under the condition that the top elevation of the lattice column is below an original ground elevation, the elevation of the lattice column can be controlled, and the direction of the lattice column can be positioned. By making the center of the lattice column to coincide with the center of an inner square frame, two opposite sides of the lattice column are made to be parallel to two opposite sides of the inner square frame, and the other two opposite sides of the lattice column are made to be parallel to the other two opposite sides of the inner square frame, so that the lowering process is more accurate, the direction of the lattice column is rapidly controlled, and the requirements for the direction of the lattice column are met. The length of the lattice column is extended through the connection of an adjusting tool head and the lattice column, the adjusting tool head is placed on a shelving bracket trough a connecting component, and thus the elevation of the lattice column is controlled more intuitively and accurately.
Description
Technical field
The present invention relates to the steel lattice column technical field of construction of building foundation engineering, particularly a kind of for controlling top mark height in the lattice column direction on ground and the device and method of location.
Background technology
At present, the vertical supporting system important as base pit engineering bracing engineering and the base application of part tower crane, lattice column is generally applied with its convenience of constructing and reliability.Normal conditions lattice column is the compound section of angle steel and batten plate.The high-order bored pile certain distance at the bottom of foundation ditch of top mark is stretched in the bottom of lattice column, is absolute altitude and the direction of more convenient control lattice column, and the top mark of lattice column is high-order more than original ground.
General foundation pit supporting project, following 2 aspects are mainly concentrated on to the requirement of lattice column, one is that keyhole grout pile top mark is high indirectly by the absolute altitude of lattice column, another is for convenience of the construction control of subsequent construction reinforcing bar through lattice column process, requires to be unified in a direction to the direction of lattice column.
The direction of existing steel lattice column in work progress is restive and lattice capital absolute altitude is restive lower than its absolute altitude after original ground, be specially lattice column in the process transferred, the orientation of lattice column constantly need be adjusted in construction, be easy to cause caving in of aperture in the process of adjustment, cause certain potential safety hazard.In addition, lattice column work progress, place, ground is generally all as communications and transportation place, therefore lattice column design elevation control more desirably place sclerosis absolute altitude below control, existing lattice column construction technology be difficult to when lattice column top mark height in original ground carry out adjustment lattice column orientation and absolute altitude control.If lattice column top mark is higher than original ground, can cost be increased on the one hand, waste a large amount of materials, cause original ground to have on the other hand and expose pile crown in a large number, affect place traffic efficiency and Ground arrangement.
For the requirement of above-mentioned two aspects, by the degree control technology of one pile for one column, can strictly control the direction of lattice column and absolute altitude exactly.But technique has higher requirements to construction appliance on the one hand, operating expenses is higher on the other hand.Lattice column for the support engineering of the less demanding general foundation ditch of precision controlling is constructed, and is unfavorable for very big popularization.
Summary of the invention
The object of the present invention is to provide a kind of control lower than the device and method of lattice column direction, ground and absolute altitude, can lattice column at top mark height in original ground absolute altitude situation, control the absolute altitude of lattice column and the direction of location lattice column.
For solving the problem, the invention provides the device of a kind of control lower than lattice column direction, ground and absolute altitude, comprising:
Be arranged at the telltale mark on the hardened ground in construction aperture, wherein, described telltale mark lays respectively at each position up and down of surrounding in described construction aperture, the crosspoint of the line that upper and lower telltale mark is linked to be and the line that left and right telltale mark is linked to be and the center superposition in described construction aperture;
Be arranged at the shelving support on the hardened ground in construction aperture, described shelving support comprises outside framework and square frame in being connected with described outside framework, wherein, described outside framework is arranged on described hardened ground, the center of described interior square frame overlaps with described crosspoint, the line parallel that wherein two opposite side of described interior square frame and described upper and lower telltale mark are linked to be, the line parallel that another two limits and described left and right telltale mark are linked to be;
Adjustment means head, one end of described adjustment means head is connected to the close ground surface end lower than ground lattice column;
Link component, the other end of described adjustment means head is connected with the described component that links, described in link component and be held on described shelving support.
Further, in said apparatus, described outside framework is square.
Further, in said apparatus, wherein two opposite side of described outside framework are parallel with wherein two opposite side of described interior square frame, and another two opposite side of described outside framework are parallel with another two opposite side of described interior square frame.
Further, in said apparatus, four angles of described outside framework are also respectively arranged with reinforcement set square.
Further, in said apparatus, described in link component and comprise four rest portion and two connecting portions, wherein, two rest portion are connected with a connecting portion, and another two rest portion are connected with another connecting portion.
Further, in said apparatus, described rest portion is L-shaped.
Further, in said apparatus, described adjustment means head comprises:
Quadra;
Four connecting rods, one end of every root connecting rod is connected with an angle of described quadra, and the other end is connected lower than ground lattice column with described.
Further, in said apparatus, described quadra is also provided with hole for hoist.
Further, in said apparatus, described hole for hoist is positioned on four angles of quadra.
According to another side of the present invention, provide a kind of control lower than the method for lattice column direction, ground and absolute altitude, adopt above-mentioned control lower than the device of lattice column direction, ground and absolute altitude, comprising:
At each station location marker telltale mark up and down of the surrounding of the hardened ground in construction aperture, the crosspoint of the line that the line be linked to be upper and lower telltale mark and left and right telltale mark are linked to be and the center superposition in described construction aperture;
At the hardened ground in construction aperture, shelving support is installed according to described telltale mark, wherein, the center of the interior square frame of shelving support is overlapped with described crosspoint, make the line parallel that wherein two opposite side of described interior square frame and described upper and lower telltale mark are linked to be, the line parallel that another two limits and described left and right telltale mark are linked to be;
Lattice column is hung in described construction aperture, make the center superposition of the center of lattice column and described interior square frame, make two of lattice column opposite side parallel with two opposite side of described interior square frame, make another two opposite side of lattice column parallel with another two opposite side of described interior square frame, when described lattice column also has part more than ground, temporary fixed lattice column, on the ground of described lattice column upper part to be installed adjustment means head;
Cancel temporary fixed, continue to transfer lattice column in described construction aperture, when described adjustment means head also has part more than ground, temporary fixed lattice column, will link component and be connected with described adjustment means head;
Cancel temporary fixed, continue to transfer lattice column in described construction aperture, transfer lattice column, when described lattice column reaches below ground predeterminated position, the described component that links is shelved on shelving support;
Placing of concrete in construction aperture, the constructed described shelving support of rear dismounting, adjustment means head and link component.
Compared with prior art, the present invention can solve building-site due to lattice column top mark height in ground the restive difficult problem of uncontrollable absolute altitude and lattice column direction, can lattice column top mark height in original ground absolute altitude situation, control the absolute altitude of lattice column and the direction of location lattice column, in lattice column direction controlling, the present invention is by making the center superposition of the center of lattice column and described interior square frame, make two of lattice column opposite side parallel with two opposite side of described interior square frame, make another two opposite side of lattice column parallel with another two opposite side of described interior square frame, make more accurately and fast to control lattice column direction in decentralization process, the direction of lattice column is met the demands, in the absolute altitude control of lattice column, by the connection of adjustment means head and lattice column, extend the length of lattice column, and by linking component, adjustment means head is held on shelving support, the absolute altitude with controlling lattice column exactly more directly perceived.The present invention is applicable to have requirement and lattice capital absolute altitude to construct lower than the lattice column on ground to lattice column direction; Be applicable to the steel lattice column construction of all size; Structure of the present invention is simple, it is succinct, practical to operate, construction speed is fast, greatly saves the engineering time; Device of the present invention is reusable, convenient transportation, cost are low.
Accompanying drawing explanation
Fig. 1 is the plan view of control lower than the device of lattice column direction, ground and absolute altitude of one embodiment of the invention;
Fig. 2 is the elevation of control lower than the device of lattice column direction, ground and absolute altitude of one embodiment of the invention;
Fig. 3 is the top view of the adjustment means head of one embodiment of the invention;
Fig. 4 is the lateral view of the adjustment means head of one embodiment of the invention;
Fig. 5 is the schematic diagram linking component of one embodiment of the invention;
Fig. 6 is the schematic diagram of the shelving support of one embodiment of the invention.
Detailed description of the invention
For enabling above-mentioned purpose of the present invention, feature and advantage become apparent more, and below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
As shown in figs. 1 to 6, the invention provides the device of a kind of control lower than lattice column direction, ground and absolute altitude, comprising:
Be arranged at the telltale mark 1 on the hardened ground in construction aperture, wherein, described location mark 1 note lays respectively at each position up and down of surrounding in described construction aperture, the crosspoint of the line that upper and lower telltale mark 1 is linked to be and the line that left and right telltale mark is linked to be and the center superposition in described construction aperture;
Be arranged at the shelving support 2 on the hardened ground in construction aperture, described shelving support 2 comprises outside framework 21 and square frame 22 in being connected with described outside framework, wherein, described outside framework is arranged on described hardened ground, the center of described interior square frame overlaps with described crosspoint, the line parallel that wherein two opposite side of described interior square frame and described upper and lower telltale mark are linked to be, the line parallel that another two limits and described left and right telltale mark are linked to be;
Adjustment means 3, one end of described adjustment means 3 is connected to the close ground surface end lower than ground lattice column 5;
Link component 4, the other end of described adjustment means 3 is connected with the described component 4 that links, described in link component 4 and be held on described shelving support 2.
Preferably, as shown in Figure 6, described outside framework 21 is square, has good fixed bottom boundary effect from mask.Preferably, wherein two opposite side of described outside framework are parallel with wherein two opposite side of described interior square frame, and another two opposite side of described outside framework are parallel with another two opposite side of described interior square frame.
Preferably, as shown in figs. 1 and 6, four angles of described outside framework 21 are also respectively arranged with and strengthen set square 211, to play the effect of reinforcing outside framework.
Preferably, as shown in Figure 5, described in link component 4 and comprise four rest portion 41 and two connecting portions 42, wherein, two rest portion 41 are connected with a connecting portion 42, and another two rest portion 41 are connected with another connecting portion 42.
Preferably, as shown in Figure 5, described rest portion 41 is L-shaped, so that be held on each angle of interior square frame.
Preferably, as shown in Figures 3 and 4, described adjustment means 3 comprises:
Quadra 31;
Four connecting rods 32, one end of every root connecting rod 32 is connected with an angle of described quadra 31, and the other end is connected lower than ground lattice column 5 with described.
Preferably, as shown in Figure 3, described quadra 31 is also provided with hole for hoist 311, moves after the lifting of adjustment tool heads during constructability.
Preferably, as shown in Figure 3, described hole for hoist 311 is positioned on four angles of quadra, ensures lifting balance during constructability.
As illustrated in fig. 1 and 2, the present invention also provides a kind of control lower than the method for lattice column direction, ground and absolute altitude, and adopt above-mentioned control lower than the device of lattice column direction, ground and absolute altitude, described method comprises:
Step S1, at each station location marker telltale mark 1 up and down of the surrounding of the hardened ground in construction aperture, the crosspoint of the line that the line be linked to be upper and lower telltale mark and left and right telltale mark are linked to be and the center superposition in described construction aperture; Concrete, after pore-forming completes, first on the ground of not influence area, lattice column place with red paint mark lattice column telltale mark;
Step S2, at the hardened ground in construction aperture, shelving support 2 is installed according to described telltale mark 1, wherein, the center of the interior square frame 22 of shelving support 2 is overlapped with described crosspoint, make the line parallel that wherein two opposite side of described interior square frame 22 and described upper and lower telltale mark 1 are linked to be, the line parallel that another two limits and described left and right telltale mark 1 are linked to be, concrete, after fixing shelving support, need check whether support is fixed;
Step S3, lattice column 5 is hung in described construction aperture, make the center superposition of the center of lattice column 5 and described interior square frame 22, make two of lattice column 5 opposite side parallel with two opposite side of described interior square frame 22, make another two opposite side of lattice column 5 parallel with another two opposite side of described interior square frame 22, thus control lattice column 5 direction, when described lattice column 5 also has part more than ground, temporary fixed lattice column 5, on the ground of described lattice column 5 upper part to be installed adjustment means 3; Concrete, in lattice column decentralization process, according to the center of interior square frame and opposite side, the direction to lattice column controls;
Step S4, cancels temporary fixed, continues to transfer lattice column 5 in described construction aperture, and when described adjustment means 3 also has part more than ground, temporary fixed lattice column 5, will link component 4 and described adjustment means 3 and be connected;
Step S5, cancels temporary fixed, continues to transfer lattice column 5 in described construction aperture, transfer lattice column 5, when described lattice column 5 reaches below ground predeterminated position, the described component 4 that links is shelved on shelving support 2, thus realizes the control to lattice column absolute altitude;
Step S6, placing of concrete in construction aperture, the described shelving support 2 of rear dismounting of having constructed, adjustment means 3 and link component 4.
The present invention can solve building-site due to lattice column top mark height in ground the restive difficult problem of uncontrollable absolute altitude and lattice column direction, can lattice column top mark height in original ground absolute altitude situation, control the absolute altitude of lattice column and the direction of location lattice column, in lattice column direction controlling, the present invention is by making the center superposition of the center of lattice column and described interior square frame, make two of lattice column opposite side parallel with two opposite side of described interior square frame, make another two opposite side of lattice column parallel with another two opposite side of described interior square frame, make more accurately and fast to control lattice column direction in decentralization process, the direction of lattice column is met the demands, in the absolute altitude control of lattice column, by the connection of adjustment means head and lattice column, extend the length of lattice column, and by linking component, adjustment means head is held on shelving support, the absolute altitude with controlling lattice column exactly more directly perceived.The present invention is applicable to have requirement and lattice capital absolute altitude to construct lower than the lattice column on ground to lattice column direction; Be applicable to the steel lattice column construction of all size; Structure of the present invention is simple, it is succinct, practical to operate, construction speed is fast, greatly saves the engineering time; Device of the present invention is reusable, convenient transportation, cost are low.
In this manual, each embodiment adopts the mode of going forward one by one to describe, and what each embodiment stressed is the difference with other embodiments, between each embodiment identical similar portion mutually see.
Obviously, those skilled in the art can carry out various change and modification to invention and not depart from the spirit and scope of the present invention.Like this, if these amendments of the present invention and modification belong within the scope of the claims in the present invention and equivalent technologies thereof, then the present invention is also intended to comprise these change and modification.
Claims (10)
1. control the device lower than lattice column direction, ground and absolute altitude, it is characterized in that, comprising:
Be arranged at the telltale mark on the hardened ground in construction aperture, wherein, described telltale mark lays respectively at each position up and down of surrounding in described construction aperture, the crosspoint of the line that upper and lower telltale mark is linked to be and the line that left and right telltale mark is linked to be and the center superposition in described construction aperture;
Be arranged at the shelving support on the hardened ground in construction aperture, described shelving support comprises outside framework and square frame in being connected with described outside framework, wherein, described outside framework is arranged on described hardened ground, the center of described interior square frame overlaps with described crosspoint, the line parallel that wherein two opposite side of described interior square frame and described upper and lower telltale mark are linked to be, the line parallel that another two limits and described left and right telltale mark are linked to be;
Adjustment means head, one end of described adjustment means head is connected to the close ground surface end lower than ground lattice column;
Link component, the other end of described adjustment means head is connected with the described component that links, described in link component and be held on described shelving support.
2. the device controlled lower than lattice column direction, ground and absolute altitude as claimed in claim 1, is characterized in that, described outside framework is square.
3. the device controlled lower than lattice column direction, ground and absolute altitude as claimed in claim 2, it is characterized in that, wherein two opposite side of described outside framework are parallel with wherein two opposite side of described interior square frame, and another two opposite side of described outside framework are parallel with another two opposite side of described interior square frame.
4. the device controlled lower than lattice column direction, ground and absolute altitude as claimed in claim 1, is characterized in that, four angles of described outside framework are also respectively arranged with reinforcement set square.
5. the device controlled lower than lattice column direction, ground and absolute altitude as claimed in claim 1, it is characterized in that, described in link component and comprise four rest portion and two connecting portions, wherein, two rest portion are connected with a connecting portion, and another two rest portion are connected with another connecting portion.
6. the device controlled lower than lattice column direction, ground and absolute altitude as claimed in claim 5, it is characterized in that, described rest portion is L-shaped.
7. the device controlled lower than lattice column direction, ground and absolute altitude as claimed in claim 1, it is characterized in that, described adjustment means head comprises:
Quadra;
Four connecting rods, one end of every root connecting rod is connected with an angle of described quadra, and the other end is connected lower than ground lattice column with described.
8. the control as described in any one of claim 1 to 7, lower than the device of lattice column direction, ground and absolute altitude, is characterized in that, described quadra is also provided with hole for hoist.
9. the device controlled lower than lattice column direction, ground and absolute altitude as claimed in claim 8, it is characterized in that, described hole for hoist is positioned on four angles of quadra.
10. control the method lower than lattice column direction, ground and absolute altitude, it is characterized in that, adopt the device as described in any one of claim 1 to 9, comprising:
At each station location marker telltale mark up and down of the surrounding of the hardened ground in construction aperture, the crosspoint of the line that the line be linked to be upper and lower telltale mark and left and right telltale mark are linked to be and the center superposition in described construction aperture;
At the hardened ground in construction aperture, shelving support is installed according to described telltale mark, wherein, the center of the interior square frame of shelving support is overlapped with described crosspoint, make the line parallel that wherein two opposite side of described interior square frame and described upper and lower telltale mark are linked to be, the line parallel that another two limits and described left and right telltale mark are linked to be;
Lattice column is hung in described construction aperture, make the center superposition of the center of lattice column and described interior square frame, make two of lattice column opposite side parallel with two opposite side of described interior square frame, make another two opposite side of lattice column parallel with another two opposite side of described interior square frame, when described lattice column also has part more than ground, temporary fixed lattice column, on the ground of described lattice column upper part to be installed adjustment means head;
Cancel temporary fixed, continue to transfer lattice column in described construction aperture, when described adjustment means head also has part more than ground, temporary fixed lattice column, will link component and be connected with described adjustment means head;
Cancel temporary fixed, continue to transfer lattice column in described construction aperture, transfer lattice column, when described lattice column reaches below ground predeterminated position, the described component that links is shelved on shelving support;
Placing of concrete in construction aperture, the constructed described shelving support of rear dismounting, adjustment means head and link component.
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CN201610070726.1A CN105569054A (en) | 2016-02-01 | 2016-02-01 | Device and method for controlling direction and elevation of lattice column below ground |
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CN201610070726.1A CN105569054A (en) | 2016-02-01 | 2016-02-01 | Device and method for controlling direction and elevation of lattice column below ground |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
CN111851517A (en) * | 2020-07-02 | 2020-10-30 | 武汉安振岩土工程有限公司 | Accurate installation method of steel lattice column applied to foundation pit supporting engineering |
CN114411752A (en) * | 2021-12-30 | 2022-04-29 | 上海二十冶建设有限公司 | Adjustable and detachable device for controlling perpendicularity of lattice column and using method |
CN115095123A (en) * | 2022-06-24 | 2022-09-23 | 中铁十九局集团有限公司 | Lattice column construction device |
US11814807B1 (en) * | 2022-10-13 | 2023-11-14 | Great Plains Tower Products Llc | Ballast tray assembly for a tower structure |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008031650A (en) * | 2006-07-26 | 2008-02-14 | Jfe Steel Kk | Apparatus and method for positioning column and steel pipe pile |
CN204343294U (en) * | 2014-11-13 | 2015-05-20 | 中国电建集团铁路建设有限公司 | The positioning and plumbing device of Two bors d's oeuveres type i iron lattice column |
CN204849778U (en) * | 2015-07-23 | 2015-12-09 | 中铁三局集团天津建设工程有限公司 | Lattice column hoist and mount positioner |
CN204982905U (en) * | 2015-10-09 | 2016-01-20 | 中国水利水电第十三工程局有限公司 | Positioner is used in lattice column construction |
CN205475256U (en) * | 2016-02-01 | 2016-08-17 | 上海建工二建集团有限公司 | Control is less than device of ground lattice column direction and elevation |
-
2016
- 2016-02-01 CN CN201610070726.1A patent/CN105569054A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008031650A (en) * | 2006-07-26 | 2008-02-14 | Jfe Steel Kk | Apparatus and method for positioning column and steel pipe pile |
CN204343294U (en) * | 2014-11-13 | 2015-05-20 | 中国电建集团铁路建设有限公司 | The positioning and plumbing device of Two bors d's oeuveres type i iron lattice column |
CN204849778U (en) * | 2015-07-23 | 2015-12-09 | 中铁三局集团天津建设工程有限公司 | Lattice column hoist and mount positioner |
CN204982905U (en) * | 2015-10-09 | 2016-01-20 | 中国水利水电第十三工程局有限公司 | Positioner is used in lattice column construction |
CN205475256U (en) * | 2016-02-01 | 2016-08-17 | 上海建工二建集团有限公司 | Control is less than device of ground lattice column direction and elevation |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
CN111851517A (en) * | 2020-07-02 | 2020-10-30 | 武汉安振岩土工程有限公司 | Accurate installation method of steel lattice column applied to foundation pit supporting engineering |
CN114411752A (en) * | 2021-12-30 | 2022-04-29 | 上海二十冶建设有限公司 | Adjustable and detachable device for controlling perpendicularity of lattice column and using method |
CN114411752B (en) * | 2021-12-30 | 2024-01-16 | 上海二十冶建设有限公司 | Device capable of adjusting, disassembling and assembling and controlling perpendicularity of lattice column and use method |
CN115095123A (en) * | 2022-06-24 | 2022-09-23 | 中铁十九局集团有限公司 | Lattice column construction device |
CN115095123B (en) * | 2022-06-24 | 2024-02-23 | 中铁十九局集团有限公司 | Lattice column construction device |
US11814807B1 (en) * | 2022-10-13 | 2023-11-14 | Great Plains Tower Products Llc | Ballast tray assembly for a tower structure |
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Application publication date: 20160511 |