CN113914640A - Device for installing foundation bolt embedded part and construction method - Google Patents
Device for installing foundation bolt embedded part and construction method Download PDFInfo
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- CN113914640A CN113914640A CN202111151159.XA CN202111151159A CN113914640A CN 113914640 A CN113914640 A CN 113914640A CN 202111151159 A CN202111151159 A CN 202111151159A CN 113914640 A CN113914640 A CN 113914640A
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- 238000010276 construction Methods 0.000 title claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 claims description 46
- 239000010959 steel Substances 0.000 claims description 46
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 13
- 230000008569 process Effects 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 8
- 238000010586 diagram Methods 0.000 description 11
- 238000004590 computer program Methods 0.000 description 7
- 230000006870 function Effects 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 238000003860 storage Methods 0.000 description 3
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 238000005096 rolling process Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
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Abstract
The invention provides a device for installing foundation bolt embedded parts and a construction method, wherein the device comprises a structural plate, an annular rail is arranged in the middle of the upper side surface of the structural plate, a through hole is formed in the middle of the structural plate, a blank area in the middle of the annular rail is overlapped with the through hole, supporting members are arranged at four corners of the structural plate and are in threaded connection with the structural plate, and a shear sliding member is arranged on the annular rail. The device can effectively determine the horizontal position of the foundation bolt embedded part in the construction process, ensures that the elevation of the foundation bolt embedded part is not damaged during construction, improves the stability, and can timely adjust the elevation and the levelness. Meanwhile, construction is carried out by using the device, so that the foundation bolt embedded part can meet the requirements of levelness and verticality after concrete forming, and the influence on the later equipment installation quality is avoided.
Description
Technical Field
The invention relates to the technical field of civil engineering, in particular to a device for installing foundation bolt embedded parts and a construction method.
Background
At present, foundation bolt embedded parts are visible everywhere in engineering, and the installation of the foundation bolt embedded parts is an important measure for ensuring later equipment construction; according to the traditional method for installing the foundation bolt embedded parts, damage and errors are easily caused to stability, levelness and verticality in the construction process, so that the requirements of later equipment construction cannot be met, rework repair is needed, and the construction progress and the construction quality are greatly influenced.
Disclosure of Invention
In view of the above, the invention provides a device for installing an anchor bolt embedded part and a construction method, and aims to solve the problems that the horizontal position of the anchor bolt embedded part cannot be ensured and the elevation of the anchor bolt embedded part is easily damaged in the construction process of the anchor bolt embedded part.
In one aspect, the invention provides a device for installing an embedded part of an anchor bolt, which comprises a structural plate, wherein an annular track is arranged in the middle of the upper side surface of the structural plate, a through hole is formed in the middle of the structural plate, a blank area in the middle of the annular track is overlapped with the through hole, supporting members are arranged at four corners of the structural plate and connected with the structural plate, and a shear sliding member is arranged on the annular track.
Furthermore, a strip-shaped hole is formed in each of four corners of the structural plate, the strip-shaped holes are formed in the diagonal direction of the structural plate, and the supporting members are connected with the strip-shaped holes.
Further, the support component comprises a ground borer and a support plate, wherein an external thread is formed on the surface of the upper portion of the ground borer, a nut is sleeved on the ground borer, the support plate is sleeved on the ground borer and fixed through the nut, and the upper end portion of the ground borer is inserted into the strip-shaped hole and connected with the structural plate through the nut.
Furthermore, the scissors sliding component comprises two steel strips which are arranged in a crossed manner, the middle parts of the two steel strips are rotatably connected together through a rotating shaft, and rollers are arranged at two ends of the steel strips and clamped in the annular track and roll in the annular track.
Furthermore, two strip-shaped through holes are symmetrically formed in the steel plate strip.
Furthermore, a plurality of light holes are arranged on the upper side face of the annular track in an annular mode, and fixing bolts are inserted into the light holes.
Further, the upper side of the structural plate is provided with horizontal air bubbles.
Furthermore, the number of the horizontal bubbles is two, and the two horizontal bubbles are perpendicular to each other.
Further, the horizontal air bubbles are magnetically connected with the structural plate.
Compared with the prior art, the device has the advantages that the horizontal position of the foundation bolt embedded part in the construction process can be effectively determined, the elevation of the foundation bolt embedded part is guaranteed not to be damaged in the construction process, the stability is improved, and meanwhile the device can timely adjust the elevation and the levelness. Meanwhile, the foundation bolt embedded parts can meet the requirements of levelness and verticality after concrete forming by using the device for construction, the later equipment installation quality is prevented from being influenced, and the device is wide in application range due to the fact that the vertical height and the horizontal position of the device can be adjusted, can be suitable for foundation pits of different sizes and foundation bolt embedded parts of different sizes, and greatly improves the application range.
On the other hand, the invention also provides a construction method for installing the foundation bolt embedded part, which is implemented by adopting the device for installing the foundation bolt embedded part and comprises the following steps:
manufacturing the device for installing the foundation bolt embedded part according to the design size of the foundation bolt embedded part;
installing the device for installing the foundation bolt embedded part in the foundation pit;
adjusting a shear sliding component, determining the size of the foundation bolt embedded part, fixing a bolt of the foundation bolt embedded part on the horizontal shear sliding component, adjusting the verticality and the levelness between the foundation bolt embedded part and a structural plate, and pouring concrete after the condition of pouring concrete is achieved;
and moving the device for installing the foundation bolt embedded part to the next construction area, and repeating the operation to complete the construction of all the construction areas.
It can be understood that the device for installing the foundation bolt embedded part and the construction method have the same beneficial effects, and the detailed description is omitted.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
FIG. 1 is a schematic structural diagram of an apparatus for anchor bolt embedment installation in accordance with an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of a support member according to an embodiment of the present invention;
FIG. 3 is a schematic structural diagram of a circular track provided in an embodiment of the present invention;
FIG. 4 is a schematic structural view of a scissors sliding member provided in an embodiment of the present invention;
fig. 5 is a partial enlarged view of a portion a in fig. 4.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1-5, the embodiment provides an apparatus for installing an embedded part of an anchor bolt, which comprises a structural plate 1, wherein the structural plate 1 is a metal plate with a square structure. The middle part of side is provided with circular orbit 3 on the structural slab 1, through-hole 4 has been seted up at the middle part of structural slab 1, just the blank region at circular orbit 3 middle part with through-hole 4 coincides, the four corners position of structural slab 1 is provided with supporting member 2, supporting member 2 with structural slab 1 is connected, be provided with scissors sliding member 6 on the circular orbit 3.
Specifically, a strip-shaped hole 5 is respectively opened at four corners of the structural plate 1, the strip-shaped hole 5 is arranged along a diagonal direction of the structural plate 1, and the supporting member 2 is connected with the strip-shaped hole 5.
Specifically, the support member 2 includes a ground borer 7 and a support plate 8, wherein a surface of an upper portion of the ground borer 7 is externally threaded, a nut 9 is sleeved on the ground borer 7, the support plate 8 is sleeved on the ground borer 7 and fixed by the nut 9, and an upper end portion of the ground borer 7 is inserted into the strip-shaped hole 5 and connected to the structural plate 1 by the nut 9. The supporting plate 8 is a steel plate, and the middle part of the supporting plate is provided with a light hole. After the ground anchor 7 is connected to the structural plate 1 by the nut 9, the horizontal height and the horizontal state of the structural plate 1 can be adjusted by screwing the nut 9.
Specifically, the support member 2 is composed of a threaded ground chisel 7, a nut 9, and a steel plate with a hole in the center. Wherein, the upper part of the threaded drill rod is threaded, the lower part of the threaded drill rod is tapered, the length of the threaded drill rod accounts for about 80 percent of the total length, and the length of the taper of the lower part accounts for about 20 percent of the total length; the threaded ground borer penetrates through the steel plate with the hole in the center, and the upper surface and the lower surface of the steel plate are provided with nuts 9 matched with the threaded ground borer and connected and fixed with the threaded ground borer. The threaded ground drill rod is driven into the soil body, the horizontal position of the structural plate 1 is fixed, the contact area of the whole device and the ground can be ensured, and the stability of the device is enhanced.
Specifically, the upper side of the structural panel 1 is provided with horizontal air bubbles 10. The number of the horizontal air bubbles 10 is two, and the two horizontal air bubbles 10 are perpendicular to each other. The horizontal air bubbles 10 are magnetically connected with the structural plate 1.
Specifically, the structural plate 1 is a square steel plate with a round hole in the middle, and strip-shaped holes 5 are arranged at four corners of the square steel plate. The bottom surface of the horizontal bubble 10 is provided with a magnet, so that the horizontal bubble 10 with the magnet at the bottom is centrally arranged at the middle point of the edge of the square steel plate. The bar hole 5 sets up on the diagonal position of square steel sheet, the bar hole 5 that the steel sheet was seted up is passed on threaded ground borer upper portion, the last lower surface installation of square steel sheet uses with the supporting nut of threaded ground borer, remove in the notch through threaded ground borer, make a round trip to adjust the size, can be applicable to not unidimensional foundation ditch, then through twisting the last lower nut on the threaded ground borer, adjust the quadrangle steel sheet at vertical direction height, whether the bottom area magnet horizontal bubble 10 of observing the installation on the steel sheet simultaneously is placed in the middle, adjust the steel sheet levelness, can realize the levelness and adjust the component levelness, be applicable to not unidimensional foundation ditch simultaneously.
Specifically, the scissors sliding member 6 includes two steel strips 61 arranged in a crisscross manner, the middle portions of the two steel strips 61 are rotatably connected together through a rotating shaft 63, rollers 60 are arranged at two ends of the steel strips 61, and the rollers 60 are clamped in the annular rail 3 and roll therein. Two strip-shaped through holes 62 are symmetrically formed in the steel strip 61. Both ends of the steel strip 61 are provided with coupling brackets 64, and the roller 60 is coupled to the coupling brackets 64, so that the roller 60 is coupled to the steel strip 61.
Specifically, the scissors slide member 6 is composed of a steel strip 61, a bearing 65, and a roller 60. Wherein, a strip-shaped through hole 62 is arranged between the two ends and the middle point of the steel plate strip 61, and the middle point is provided with a round hole so as to facilitate the installation of the rotating shaft. The bearings 65 are embedded in the rollers 60 to form a roller system, the roller system is respectively installed at two ends of the steel plate strip 61, the two steel plate strips 61 with the roller systems at two ends are connected together by passing through a circular hole formed in the middle point through bolts and matching nuts, and the two steel plate strips 61 can independently rotate at will without interfering with each other; the steel plate strip 61 can roll freely along the track, meanwhile, any included angle between the two steel plate strips 61 can be changed, the steel plate strips can roll freely in the track through the rollers, any clamping degree of the two steel plate strips 61 in a circle can be changed, foundation bolt embedded parts of any size in the circle can be found, the foundation bolts of the embedded parts penetrate through the steel plate strips 61, nuts matched with the foundation bolts of the embedded parts are installed on the upper surface and the lower surface of the steel plate strips 61, the positions of the steel plate strips are fixed after being screwed, meanwhile, the positions of the rollers are fixed, bolts connected with the steel plate strips 61 are screwed, and the positions of the steel plate strips 61 are fixed; the horizontal bubble with the magnet at the bottom is placed on the bolt of the foundation bolt embedded part, the upper nut and the lower nut on the foundation bolt embedded part are adjusted, whether the horizontal bubble is centered or not is observed, the foundation bolt is perpendicular to the quadrilateral steel plate, the verticality of the foundation bolt embedded part is met, the horizontal scissors sliding component can be suitable for the foundation bolt embedded part with any size, and the levelness and the verticality of the foundation bolt embedded part are guaranteed simultaneously.
Specifically, a plurality of light holes 31 are arranged in a circular manner on the upper side surface of the circular track 3, and the fixing bolts 30 are inserted into the light holes 31.
Specifically, the circular track 3 is a circular track structure. The circle center and the radius of the annular track 3 are consistent with the through hole 4 in the middle of the square steel plate. The opening of the annular track 3 is concave, the opening faces to the circle center, and round holes are uniformly arranged along the upper part of the annular track 3; fixing bolt 30 is the door font, and the circular hole of cooperation, circular hole and fixing bolt 30 size are confirmed according to the gyro wheel size, can realize that track fixed component makes the gyro wheel inlay wherein, can not go out of orbit in traveling, and fixing bolt cooperation circular hole uses simultaneously, can fix the gyro wheel in orbital optional position.
The device can effectively determine the horizontal position of the foundation bolt embedded part in the construction process, ensures that the elevation of the foundation bolt embedded part is not damaged during construction, improves the stability, and can timely adjust the elevation and the levelness. Meanwhile, the foundation bolt embedded parts can meet the requirements of levelness and verticality after concrete forming by using the device for construction, the later equipment installation quality is prevented from being influenced, and the device is wide in application range due to the fact that the vertical height and the horizontal position of the device can be adjusted, can be suitable for foundation pits of different sizes and foundation bolt embedded parts of different sizes, and greatly improves the application range.
The embodiment has the advantages that the horizontal direction and the vertical direction are adjusted above the foundation pit through the supporting member, the levelness adjusting member and the scissors sliding member, and in the construction process, the quality problems that the stability of the foundation bolt embedded part, the levelness and the verticality are easy to damage and error and the like are solved.
Through supporting member, levelness adjusting member, scissors sliding member area notch, bolted connection spare, the horizontal direction and the vertical direction that make the device all possess adjustable performance, make the different foundation ditch sizes of adaptation that the device can be better, different rag bolt built-in fitting sizes, application scope is wider to make the device possess and to dismantle the function, convenient turnover use.
The device is convenient and simple to detach and carry, can be repeatedly used, reduces the consumption of manpower, financial resources and material resources, and saves resources. By the aid of the device, the problems that later-stage equipment construction cannot be met, reworking repair is needed, quality problems such as progress are affected, and construction quality and construction efficiency are greatly improved.
Based on another preferred implementation manner of the above embodiment, the present embodiment provides a construction method for installing an anchor bolt embedded part, and the method of the present embodiment adopts the apparatus for installing an anchor bolt embedded part in the above embodiment, and includes:
manufacturing the device for installing the foundation bolt embedded part according to the design size of the foundation bolt embedded part;
installing the device for installing the foundation bolt embedded part in the foundation pit;
adjusting a shear sliding component, determining the size of the foundation bolt embedded part, fixing a bolt of the foundation bolt embedded part on the horizontal shear sliding component, adjusting the verticality and the levelness between the foundation bolt embedded part and the structural plate 1, and pouring concrete after the condition of pouring concrete is achieved;
and moving the device for installing the foundation bolt embedded part to the next construction area, and repeating the operation to complete the construction of all the construction areas.
Specifically, each component of the device is reasonably manufactured according to actual conditions according to the design size of the foundation bolt embedded part.
And (4) combining and assembling all the components according to the actual size of the foundation bolt embedded part.
Lifting the device which is primarily assembled and falling on a foundation pit, determining the size of the foundation pit by adjusting the support member to move back and forth at the groove opening, driving a threaded ground borer into a soil body, and fixing the steel plate when the steel plate on the ground borer is contacted with the ground; adjusting the upper and lower nuts of the threaded ground drill rod, observing bubbles, and enabling the levelness of the device to preliminarily meet the requirements on the foundation pit.
And then rolling the horizontal shear sliding component back and forth to determine the size of the anchor bolt embedded part and the plane position of the anchor bolt embedded part, simultaneously directly fixing the anchor bolt embedded part on the horizontal shear sliding component, adjusting an upper nut and a lower nut of the anchor bolt, observing the air bubbles in the middle, fixing the horizontal shear sliding component through a fixing bolt, meeting the verticality and the levelness of the anchor bolt embedded part and a steel plate, and achieving the condition of pouring concrete.
In the concrete pouring process, manual fixing and adjustment are not needed, and the foundation bolt embedded part can meet the requirements of later equipment construction, so that the construction efficiency is greatly improved.
The integral carrying device can be moved to the next construction area to carry out repeated operation and lay the waterproof coiled material, or each component can be disassembled to be transferred to the next construction area. And sequentially and circularly performing the operation until the construction area is completed.
As will be appreciated by one skilled in the art, embodiments of the present application may be provided as a method, system, or computer program product. Accordingly, the present application may take the form of an entirely hardware embodiment, an entirely software embodiment or an embodiment combining software and hardware aspects. Furthermore, the present application may take the form of a computer program product embodied on one or more computer-usable storage media (including, but not limited to, disk storage, CD-ROM, optical storage, and the like) having computer-usable program code embodied therein.
The present application is described with reference to flowchart illustrations and/or block diagrams of methods, apparatus (systems), and computer program products according to embodiments of the application. It will be understood that each flow and/or block of the flow diagrams and/or block diagrams, and combinations of flows and/or blocks in the flow diagrams and/or block diagrams, can be implemented by computer program instructions. These computer program instructions may be provided to a processor of a general purpose computer, special purpose computer, embedded processor, or other programmable data processing apparatus to produce a machine, such that the instructions, which execute via the processor of the computer or other programmable data processing apparatus, create means for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be stored in a computer-readable memory that can direct a computer or other programmable data processing apparatus to function in a particular manner, such that the instructions stored in the computer-readable memory produce an article of manufacture including instruction means which implement the function specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be loaded onto a computer or other programmable data processing apparatus to cause a series of operational steps to be performed on the computer or other programmable apparatus to produce a computer implemented process such that the instructions which execute on the computer or other programmable apparatus provide steps for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting the same, and although the present invention is described in detail with reference to the above embodiments, those of ordinary skill in the art should understand that: modifications and equivalents may be made to the embodiments of the invention without departing from the spirit and scope of the invention, which is to be covered by the claims.
Claims (10)
1. The device for installing the embedded part of the foundation bolt is characterized by comprising a structural plate, wherein an annular track is arranged in the middle of the upper side face of the structural plate, a through hole is formed in the middle of the structural plate, a blank area in the middle of the annular track coincides with the through hole, supporting members are arranged at four corners of the structural plate and connected with the structural plate, and a shear sliding member is arranged on the annular track.
2. The device for installing the foundation bolt embedded part as claimed in claim 1, wherein a strip-shaped hole is formed in each of four corners of the structural plate, the strip-shaped holes are arranged along the diagonal direction of the structural plate, and the supporting member is connected with the strip-shaped holes.
3. The apparatus according to claim 2, wherein the support member comprises a ground borer and a support plate, the surface of the upper part of the ground borer is externally threaded, a nut is sleeved on the ground borer, the support plate is sleeved on the ground borer and fixed by the nut, and the upper end part of the ground borer is inserted into the strip-shaped hole and connected with the structural plate by the nut.
4. The device for installing the anchor bolt embedded part as claimed in claim 1, wherein the scissors sliding member comprises two steel plates which are arranged in a crisscross manner, the middle parts of the two steel plates are rotatably connected together through a rotating shaft, and rollers are arranged at two ends of each steel plate and are clamped in the annular track to roll in the annular track.
5. The device for installing the foundation bolt embedded part as claimed in claim 4, wherein two strip-shaped through holes are symmetrically formed in the steel strip.
6. The apparatus according to claim 1, wherein a plurality of light holes are arranged in a circular manner on the upper side surface of the circular track, and fixing bolts are inserted into the light holes.
7. The apparatus of claim 1, wherein the structural plate is provided with a horizontal bubble on an upper side.
8. The apparatus according to claim 7, wherein two horizontal air bubbles are provided, and the two horizontal air bubbles are perpendicular to each other.
9. The apparatus of claim 7, wherein the horizontal bubble is magnetically coupled to the structural plate.
10. A construction method for anchor bolt embedment mounting, characterized by using the apparatus for anchor bolt embedment mounting as claimed in any one of claims 1 to 9, comprising:
manufacturing the device for installing the foundation bolt embedded part according to the design size of the foundation bolt embedded part;
installing the device for installing the foundation bolt embedded part in the foundation pit;
adjusting a shear sliding component, determining the size of the foundation bolt embedded part, fixing a bolt of the foundation bolt embedded part on the horizontal shear sliding component, adjusting the verticality and the levelness between the foundation bolt embedded part and a structural plate, and pouring concrete after the condition of pouring concrete is achieved;
and moving the device for installing the foundation bolt embedded part to the next construction area, and repeating the operation to complete the construction of all the construction areas.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111151159.XA CN113914640A (en) | 2021-09-29 | 2021-09-29 | Device for installing foundation bolt embedded part and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111151159.XA CN113914640A (en) | 2021-09-29 | 2021-09-29 | Device for installing foundation bolt embedded part and construction method |
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| Publication Number | Publication Date |
|---|---|
| CN113914640A true CN113914640A (en) | 2022-01-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111151159.XA Pending CN113914640A (en) | 2021-09-29 | 2021-09-29 | Device for installing foundation bolt embedded part and construction method |
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| CN (1) | CN113914640A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114776044A (en) * | 2022-04-01 | 2022-07-22 | 宁波汇洲生态建设有限公司 | Street lamp is support for rag bolt |
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| CN201865119U (en) * | 2010-12-04 | 2011-06-15 | 中铁建电气化局集团北方工程有限公司 | Foundation bolt fixing support |
| CN204849798U (en) * | 2015-07-24 | 2015-12-09 | 中国十九冶集团有限公司 | Rag bolt fixed bolster |
| CN207277867U (en) * | 2017-09-18 | 2018-04-27 | 中建八局第二建设有限公司 | A kind of absolute altitude Time-optimum Controller |
| CN109025326A (en) * | 2018-08-16 | 2018-12-18 | 武汉海王机电工程技术有限公司 | A kind of assisted location method of foundation bolt |
| CN209799424U (en) * | 2019-03-26 | 2019-12-17 | 中建三局集团有限公司 | Foundation bolt positioning and leveling support |
| CN212002364U (en) * | 2020-02-03 | 2020-11-24 | 浙江省普陀地基基础工程有限公司 | Foundation bolt mounting and positioning device for steel structure stand column |
| CN111997082A (en) * | 2020-08-12 | 2020-11-27 | 上海建工四建集团有限公司 | Foundation bolt fixing device and foundation bolt fixing construction method |
| CN112376606A (en) * | 2020-11-23 | 2021-02-19 | 中国三冶集团有限公司 | Equipment foundation bolt mounting die and construction method thereof |
| CN213330096U (en) * | 2020-07-30 | 2021-06-01 | 上海宝冶集团有限公司 | Pre-buried support mounting of structure pillar rag bolt |
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2021
- 2021-09-29 CN CN202111151159.XA patent/CN113914640A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201865119U (en) * | 2010-12-04 | 2011-06-15 | 中铁建电气化局集团北方工程有限公司 | Foundation bolt fixing support |
| CN204849798U (en) * | 2015-07-24 | 2015-12-09 | 中国十九冶集团有限公司 | Rag bolt fixed bolster |
| CN207277867U (en) * | 2017-09-18 | 2018-04-27 | 中建八局第二建设有限公司 | A kind of absolute altitude Time-optimum Controller |
| CN109025326A (en) * | 2018-08-16 | 2018-12-18 | 武汉海王机电工程技术有限公司 | A kind of assisted location method of foundation bolt |
| CN209799424U (en) * | 2019-03-26 | 2019-12-17 | 中建三局集团有限公司 | Foundation bolt positioning and leveling support |
| CN212002364U (en) * | 2020-02-03 | 2020-11-24 | 浙江省普陀地基基础工程有限公司 | Foundation bolt mounting and positioning device for steel structure stand column |
| CN213330096U (en) * | 2020-07-30 | 2021-06-01 | 上海宝冶集团有限公司 | Pre-buried support mounting of structure pillar rag bolt |
| CN111997082A (en) * | 2020-08-12 | 2020-11-27 | 上海建工四建集团有限公司 | Foundation bolt fixing device and foundation bolt fixing construction method |
| CN112376606A (en) * | 2020-11-23 | 2021-02-19 | 中国三冶集团有限公司 | Equipment foundation bolt mounting die and construction method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114776044A (en) * | 2022-04-01 | 2022-07-22 | 宁波汇洲生态建设有限公司 | Street lamp is support for rag bolt |
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Application publication date: 20220111 |