CN109113358A - A kind of limiting device for embedding anchor bolts - Google Patents
A kind of limiting device for embedding anchor bolts Download PDFInfo
- Publication number
- CN109113358A CN109113358A CN201811231363.0A CN201811231363A CN109113358A CN 109113358 A CN109113358 A CN 109113358A CN 201811231363 A CN201811231363 A CN 201811231363A CN 109113358 A CN109113358 A CN 109113358A
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- anchor bolts
- limiting device
- sliding slot
- embedding anchor
- construction
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- 238000010276 construction Methods 0.000 claims abstract description 92
- 238000009415 formwork Methods 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 229910001220 stainless steel Inorganic materials 0.000 description 12
- 239000010935 stainless steel Substances 0.000 description 12
- 238000000034 method Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 3
- 230000033001 locomotion Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002457 bidirectional effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 210000004209 hair Anatomy 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of limiting device for embedding anchor bolts, including support construction, slipping groove stent and several limit plates；The slipping groove stent is set in the support construction；Sliding slot is oppositely arranged on the cradling piece that the two of the slipping groove stent are oppositely arranged, the limit plate is slideably positioned in the sliding slot, and is additionally provided with several bolts hole on each limit plate.When use, the support construction is set to above construction formwork, pass through slip limiting plate, it can be according to the status requirement in embedding anchor bolts hole when construction, precisely determine that the position of limit plate upper bolt hole can be fixedly connected in this way when progress foundation bolt is fixedly connected according to precisely determining bolt hole, position location precision with adjustment bolt hole at any time is high, the high advantage of construction quality.
Description
Technical field
The invention belongs to the limiting device technical fields for embedding anchor bolts, and in particular to one kind is used for foundation bolt
Pre-buried limiting device.
Background technique
In recent years, the steel construction industry in China keeps many years rapid growth, and steel-structure factory building is the steel with the factorial production
Structural upright, concrete column, simultaneously be equipped with novel light heat preservation, heat-insulated, high-strength materials for wall as building enclosure, and in
The matched water of function warms up, electricity, defends equipment and component, optimizes integrated energy saving and environment friendly building, has from heavy and light, ground expense
The small, advantages such as industrialization degree is high, good appearance, short construction period, anti-seismic performance are good, environmental pollution is small.
In the construction process, steel structural upright column is connect by foundation bolt with concrete column, therefore, foundation bolt construction matter
Amount is to ensure that the basis of steel structural upright column construction quality.In steel structural upright column construction at present, embedding anchor bolts generally use drawing
Cross hairs localization method, can only positioning stone bolt central point, precision is low, and construction quality is difficult to be protected, be later period steel
The construction of structural upright leaves hidden danger.
Summary of the invention
The purpose of the present invention is shortcoming present in view of the above technology, propose a kind of for embedding anchor bolts
Limiting device.
The present invention provides a kind of limiting device for embedding anchor bolts, including support construction, slipping groove stent and several
Limit plate；Being horizontally disposed in support construction has slipping groove stent；Slipping groove stent is made of several cradling piece head and the tail connections, and two set relatively
Sliding slot has been oppositely arranged on the cradling piece set；Several limit plates are successively slideably positioned in sliding slot, and are also set on each limit plate
It is equipped with several bolts hole.
By adopting the above technical scheme, the limit for slipping groove stent being horizontally placed in support construction, while bolt hole being had
Position plate is slideably positioned in slipping groove stent, a level and stable structure is formed it into, in use, the support construction is arranged
Above construction formwork, by slip limiting plate when construction, lower margin can precisely be determined according to the position of limit plate upper bolt hole
The position in bolt embedment hole can be consolidated in this way when progress foundation bolt is fixedly connected according to precisely determining bolt hole
Fixed connection has the position location precision in adjustment bolt hole at any time high, the high advantage of construction quality.
Further, the upper surface of the side on the cradling piece of slipping groove stent far from support construction is additionally provided with level gas
Bubble.
By adopting the above technical scheme, it may further ensure that limiting device is located in the construction process by the way that level(l)ing bubble is arranged
In horizontal position, to be further ensured that the position in embedding anchor bolts hole is more accurate.
Further, slipping groove stent is a square set, is set in opposite directions on two cradling pieces being oppositely arranged on square set
It is equipped with sliding slot, other two cradling piece being oppositely arranged of square set is telescoping shoring column bar.
By adopting the above technical scheme, retractable structure is set by other two cradling pieces being oppositely arranged of square set,
Facilitate in this way according to construction requirement, on the one hand can adjust the horizontal spacing of limiting device at any time, on the other hand can also guarantee
The position in embedding anchor bolts hole is accurate, not only can adjustment bolt hole at any time in this way when carrying out foundation bolt and being fixedly connected
Position location, it can also be ensured that the position precision of bolt hole, and then guarantee the high advantage of construction quality.
Further, it is provided with scale on two cradling pieces with sliding slot, the middle position of the cradling piece with sliding slot
Scale is 0, is successively become larger to both ends scale value.
By adopting the above technical scheme, it when carrying out the adjusting of limit Board position, can also further be carved according on cradling piece
Degree precisely determines the shift position of limit plate, ensure that the sliding distance of limit board ends is identical, so as to be further ensured that
The position in embedding anchor bolts hole is accurate, when carrying out foundation bolt and being fixedly connected, can according to precisely determining bolt hole into
Row steel column is fixedly connected with concrete column, has the position location in adjustment bolt hole at any time, and precision is high, construction quality
High advantage.
Further, scale, and the incremental side of telescoping shoring column bar high scale value are provided on two telescoping shoring column bars
To identical.
It by adopting the above technical scheme, can also be further according to cradling piece when the horizontal spacing for carrying out cradling piece is adjusted
High scale precisely determines the telescopic location of the cradling piece at slipping groove stent both ends, ensure that cradling piece distance of stretch out and draw back is identical, so as to
To be further ensured that the stable structure of slipping groove stent, in this way when carrying out the positioning in embedding anchor bolts hole, it is ensured that lower margin
The position location in bolt embedment hole is accurate, when carrying out foundation bolt and being fixedly connected, can according to precisely determining bolt hole into
Row steel column is fixedly connected with concrete column, has the position location in adjustment bolt hole at any time, and precision is high, construction quality
High advantage.
Further, pulley hole is provided on the cradling piece with sliding slot being oppositely arranged, and pulley hole is in cradling piece
On setting direction and setting position it is all the same.
By adopting the above technical scheme, it is respectively provided with pulley hole on the cradling piece with sliding slot, and pulley hole is on cradling piece
Setting direction and setting position so that it is convenient to the both ends of limit plate are set in sliding slot by pulley hole, when convenient for constructing
Operation, has the advantages that convenient and efficient.
Further, the both ends of limit plate are provided with pulley structure, wherein and pulley structure includes pulley and pulley spindle,
Pulley spindle is set to the both ends of limit plate, and pulley is set to one end on pulley spindle far from limit plate.
By adopting the above technical scheme, the pulley structure of board ends is limited by being further arranged, it is ensured that limit plate dress
It is more convenient when assigned in sliding slot, and it is more advantageous to the sliding of limit plate, it is operated convenient for construction site.
Further, the both ends of limit plate, which are bolted, is set on the cradling piece with sliding slot.
By adopting the above technical scheme, when construction, limit plate is slideably positioned in certain in the sliding slot of cradling piece according to construction requirement
One it needs to be determined that behind position, the position of limit plate can be fixed on the positioning using bolt, in this way during subsequent construction,
It can guarantee that the position of limit plate is accurate, so that the position for further ensuring limit plate upper bolt hole is accurate, carry out in this way
When the positioning in embedding anchor bolts hole, it is ensured that the position location in embedding anchor bolts hole is more accurate, is carrying out lower margin spiral shell
When bolt is fixedly connected, being fixedly connected for steel column and concrete column can be carried out according to precisely determining bolt hole, have with
When adjustment bolt hole position location, and precision is high, the high advantage of construction quality.
Further, support construction is retractable support lever.
By adopting the above technical scheme, it can need to adjust the height of support construction according to construction, and then also just have adjusted limit
The height of position device, can make it more agree with construction requirement.
Further, the number of bolt hole on each limit plate is identical, and two bolts hole adjacent on same limit plate it
Between be spaced it is identical.
Due to the adoption of the above technical scheme, beneficial effect caused by type of the present invention is:
(1) type of the present invention is used for the limiting device of steel construction embedding anchor bolts, can be made of factory process, has quick
Advantage convenient, reusable, quality coefficient is high, at the same support construction, slipping groove stent and limit plate formed one it is stable
Support system forms a complete caging system in conjunction with level(l)ing bubble and graduated scale.To sum up, type of the present invention is applied for building
The limiting device of the steel construction embedding anchor bolts at work scene has construction precision coefficient height, construction is simple, reusable, again
The limiting device for being able to satisfy construction operation demand has particularly important meaning.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Below with reference to attached drawing, the invention will be further described:
Fig. 1 is inventing type structural schematic diagram；
Fig. 2 is that type of the present invention uses schematic diagram；
Fig. 3 is type effect picture of the present invention；
Wherein: 1. slipping groove stents, 2. limit plates, 3. support constructions, 4. cradling pieces, 5. telescoping shoring column bars, 6. fixed anchors, 7. can
Telescopic supporting rod, 8. pulley structures, 9. pulley holes, 10. bolts hole, 11. pulleys, 12. pulley spindles, 13. bolts, 14. sliding slots,
15. fixed knob, 16. fixing cards, 17. screw regulators, 18. level(l)ing bubbles.
Specific embodiment
Illustrate specific embodiment according to the present invention with reference to the accompanying drawing.
In the following description, numerous specific details are set forth in order to facilitate a full understanding of the present invention, still, the present invention may be used also
To be implemented using other than the one described here other modes, therefore, the present invention is not limited to following public specific realities
Apply the limitation of example
The present invention provides a kind of limiting device for embedding anchor bolts, as shown in Figure 1, Figure 2 and Figure 3, including support construction
3, slipping groove stent 1 and several limit plates 2；Being horizontally disposed in support construction 3 has slipping groove stent 1；Slipping groove stent 1 is by several cradling pieces
4 head and the tail connections form, and have been oppositely arranged sliding slot 14 on two cradling pieces 4 being oppositely arranged；Several limit plates 2 are successively slideably positioned in
Several bolts hole 10 are additionally provided in sliding slot 14, and on each limit plate 2.
The present invention is used for the limiting device of embedding anchor bolts in production, and with the following method: support construction can adopt
With any structure with support function, for example, by using the support construction formed with four steel bars or batten as supporting leg；
The cradling piece of slipping groove stent can use several stainless steel plates, and slipping groove stent is by welding several stainless steel plate head and the tail welding manners
It connects, the specific size and quantity of the stainless steel plate of use can preferably make slipping groove stent form symmetrical structure, example
Square or rectangular shape slipping groove stent such as is formed using four pieces of stainless steel plates, or forms equilateral hexagonal using six pieces of stainless steel plates
Shape slipping groove stent forms on the symmetrically arranged stainless steel plate of the slipping groove stent of symmetrical structure and has been oppositely arranged sliding slot；Limit plate
It is formed using the stainless steel plate with bolt hole.Will welding formed slipping groove stent be bolted or it is other arbitrarily can be real
Now fixed mode is movably set in support construction, while guaranteeing that slipping groove stent and operating surface are horizontally disposed, then will be had
The stainless steel plate of bolt hole is slideably positioned in the sliding slot of slipping groove stent, can be formed of the invention for embedding anchor bolts
Limiting device.
When in use, support construction is set for the limiting device for embedding anchor bolts that above-mentioned technical proposal is prepared
It is placed near construction formwork position, is located at support construction above template, during practice of construction, support construction passes through fixed spiral shell
Bolt is fixedly connected with construction formwork.After support construction fixes, then support construction is flexibly connected with slipping groove stent, by that will slide
Slot support level is set in support construction, while the limit plate with bolt hole being slideably positioned in slipping groove stent, makes it
Form a level and stable position limiting structure.In use, can be led to according to the status requirement in embedding anchor bolts hole when construction
Slip limiting plate is crossed, precisely determines the position of limit plate upper bolt hole, in this way when progress foundation bolt is fixedly connected, Ke Yigen
It is fixedly connected according to precisely determining bolt hole, there is the position location in adjustment bolt hole at any time, and precision is high, construction quality
High advantage.
Further, on the basis of the above embodiment, as another preferred embodiment, such as Fig. 1 and Fig. 2 institute
Show, slipping groove stent 1 is preferably a square set in present embodiment, phase on two cradling pieces 4 being oppositely arranged on square set
To sliding slot 14 is provided with, other two cradling piece being oppositely arranged of square set is telescoping shoring column bar 5.
In above-mentioned technical proposal, the cradling piece that the two of square set are oppositely arranged uses the stainless steel plate with sliding slot, side
Other two cradling piece being oppositely arranged of shape bracket forms telescoping shoring column bar using the stainless steel plate of scalable setting, wherein
A kind of specific structure mode of telescoping shoring column bar can be with are as follows: each telescoping shoring column bar is made of two stainless steel plates, and two are not
It is formed by fixedly connecting between rust steel plate by fixed anchor 6, by adjusting the link position of two stainless steel plates, adjustable bracket
The stroke of bar, so that telescoping shoring column bar is formed, wherein fixed anchor 6 preferably uses threaded flange bolt.
When by adopting the above technical scheme, it is oppositely arranged sliding slot on two cradling pieces being oppositely arranged on square set, side
Other two cradling pieces being oppositely arranged of shape bracket are set as retractable structure so that it is convenient to according to construction requirement, on the one hand may be used
It adjusts the horizontal spacing of limiting device at any time with the stroke by adjusting retractable structure, on the other hand can also guarantee to pass through
Limit plate slides on the chute, and the position of longitudinally adjusted limit plate upper bolt hole, upper bolt hole, can as embedding anchor bolts hole
To further ensure bolt hole position precision by horizontal and vertical bidirectional modulation, fixed in this way in progress foundation bolt
It, can be according to construction requirement, the at any time position location in adjustment bolt hole, and then the good construction quality of guarantee when connection.
Further, as another preferred embodiment, on the basis of the above embodiment, as shown in Figure 1, in cunning
The upper surface of side on the cradling piece of slot bracket far from support construction 3 is additionally provided with level(l)ing bubble 18.
By adopting the above technical scheme, it may further ensure that limiting device is located in the construction process by the way that level(l)ing bubble is arranged
In horizontal position, to be further ensured that the position in embedding anchor bolts hole is more accurate.
Further, as another preferred embodiment, on the basis of the above embodiment, as shown in Figure 1, two bands
It is provided with scale on the cradling piece 4 for having sliding slot, the middle position scale of the cradling piece 4 with sliding slot 14 is 0, to both ends scale
Value successively becomes larger；In present embodiment still further preferably, it is also provided with scale on two telescoping shoring column bars 5, and scalable
The incremental direction of 5 high scale value of cradling piece is identical.
By adopting the above technical scheme, when carrying out the adjusting of limit Board position, on the one hand, can be according to telescoping shoring column bar
High scale precisely determines the telescopic location of slipping groove stent transverse direction, ensure that cradling piece transversal stretching apart from identical, so as into
The stable structure of one step guarantee slipping groove stent；Further, it is also possible to precisely determine limit according to the scale on the cradling piece with sliding slot
Position longitudinal movement position of the plate in sliding slot ensure that the longitudinal sliding motions of limit board ends apart from identical, so as to further
Guarantee that the longitudinal movement of limit plate apart from identical, that is, is respectively provided with scale on horizontal and vertical, may further ensure that ground
The position of foot bolt embedded hole is accurate, when progress foundation bolt is fixedly connected, can be carried out according to precisely determining bolt hole
Steel column is fixedly connected with concrete column, have can according to the position location in construction requirement adjustment bolt hole at any time, and
Precision is high, the high advantage of construction quality.
Further, as another preferred embodiment, on the basis of the above embodiment, such as Fig. 1 and Fig. 2 institute
Show, pulley hole 9, and setting of the pulley hole 9 on cradling piece 4 are provided on the cradling piece 4 with sliding slot 14 being oppositely arranged
Direction and setting position are all the same.
By adopting the above technical scheme, it is respectively provided with pulley hole on the cradling piece with sliding slot, and pulley hole is on cradling piece
Setting direction and setting position so that it is convenient to the both ends of limit plate are set in sliding slot by pulley hole, when convenient for constructing
Operation, has the advantages that convenient and efficient.
Further, as another preferred embodiment, on the basis of the above embodiment, such as Fig. 1 and Fig. 2 institute
Show, the both ends of limit plate 2 are provided with pulley structure 8, wherein pulley structure 8 includes pulley 11 and pulley spindle 12, pulley spindle 12
The both ends of limit plate 2 are set to, pulley 11 is set to one end on pulley spindle 12 far from limit plate 2.
By adopting the above technical scheme, the pulley structure of board ends is limited by being further arranged, it is ensured that limit plate dress
It is more convenient when assigned in sliding slot, and it is more advantageous to the sliding of limit plate, it is operated convenient for construction site.
Further, as another preferred embodiment, on the basis of the above embodiment, such as Fig. 1 and Fig. 2 institute
Show, the both ends of limit plate 2 are fixedly installed on the cradling piece with sliding slot by bolt 13.Further, in present embodiment, also
Further preferred support construction 3 is retractable support lever 7, and a kind of retractable structure of retractable support lever 7 can be such that and can stretch
Contracting support rod 7 by two section support bar groups at, between two section support rods by the movable connection of fixed knob 15, wherein support rod
Material is preferably timber；Number of bolt hole on each limit plate is identical, and between two bolts hole adjacent on same limit plate
It is spaced identical.
By adopting the above technical scheme, the present invention has application for the limiting device of embedding anchor bolts in work progress
Method is as follows: support construction 3 is set near construction formwork position by fixing card 16, it can by adjust support construction 3
Stretching structure is located at support construction above template.During practice of construction, support construction passes through fixing bolt and construction formwork
It is fixedly connected.After support construction fixes, then support construction is flexibly connected with slipping groove stent, by adjusting support construction can
Stretching structure, who gives your level(l)ing bubble to observation slipping groove stent, it is ensured that slipping groove stent is in a horizontal position, support construction and sliding slot
It is flexibly connected between bracket by screw regulator 17, limit plate 2 is put by cunning by the pulley hole 9 being arranged in slipping groove stent 1
In the sliding slot 14 of slot bracket 1, limit plate 2 is fixed in sliding slot 14 according to the spacing of design requirement by bolt 13, entirely
It after system is installed, is leveled by the fixed knob 15 in support construction 3, after observation level(l)ing bubble is centrally located
?.The position of whole device is determined when construction by central point, bolt position can be determined by reserved bolt hole after the completion
It sets, constructs according to normal procedure.
Type of the present invention is used for the limiting device of steel construction embedding anchor bolts, can be made of factory process, has fast
The advantage that speed is convenient, reusable, quality coefficient is high, while support construction, slipping groove stent and limit plate form a stabilization
Support system form a complete caging system in conjunction with level(l)ing bubble and graduated scale.To sum up, type of the present invention is for building
The limiting device of the steel construction embedding anchor bolts of construction site has construction precision coefficient height, construction is simple, reusable,
The limiting device for being able to satisfy construction operation demand again has particularly important meaning.
More than, only presently preferred embodiments of the present invention not does limitation in any form to the present invention.It is any to be familiar with sheet
The technical staff in field, without departing from the scope of the technical proposal of the invention, all using above-mentioned technology contents to the present invention
Technical solution makes many possible changes and modifications or equivalent example modified to equivalent change.Therefore, it is all without departing from
The content of technical solution of the present invention, any change modification made to the above embodiment of technology according to the present invention, equivalent variations
And modification, belong to the protection scope of the technical program.
Claims (10)
1. a kind of limiting device for embedding anchor bolts, which is characterized in that including support construction, slipping groove stent and several limits
Position plate；Being horizontally disposed in the support construction has the slipping groove stent；The slipping groove stent is by several cradling piece head and the tail connection groups
At being oppositely arranged sliding slot on two cradling pieces being oppositely arranged；Several limit plates are successively slideably positioned in the sliding slot,
And several bolts hole are additionally provided on each limit plate.
2. the limiting device according to claim 1 for embedding anchor bolts, which is characterized in that remote on the cradling piece
The surface of side from support construction is additionally provided with level(l)ing bubble.
3. according to claim 1 or 2 limiting devices for embedding anchor bolts stated, which is characterized in that the slipping groove stent
For a square set, sliding slot, the square set have been oppositely arranged on two cradling pieces being oppositely arranged on the square set
Other two cradling piece being oppositely arranged be telescoping shoring column bar.
4. the limiting device according to claim 3 for embedding anchor bolts, which is characterized in that two have the institute of sliding slot
It states and is provided with scale on cradling piece, the middle position scale of the cradling piece with sliding slot is 0, successively to both ends scale value
Become larger.
5. the limiting device according to claim 3 for embedding anchor bolts, which is characterized in that the two scalable branch
Scale is provided on hack lever, and the incremental direction of telescoping shoring column bar high scale value is identical.
6. being used for the limiting device of embedding anchor bolts described according to claim 1 or 2 or 4 or 5, which is characterized in that two bands
Pulley hole is provided on the cradling piece for having sliding slot, and setting direction of the pulley hole on cradling piece and setting position are homogeneous
Together.
7. the limiting device according to claim 3 for embedding anchor bolts, which is characterized in that the two of the limit plate
End is provided with pulley structure, wherein the pulley structure includes pulley and pulley spindle, and the pulley spindle is set to the limit
The both ends of plate, the pulley are set to one end on the pulley spindle far from limit plate.
8. the limiting device according to claim 1 for embedding anchor bolts, which is characterized in that the two of the limit plate
End, which is bolted, to be set on the cradling piece with sliding slot.
9. the limiting device according to claim 1 for embedding anchor bolts, which is characterized in that the support construction is
Retractable support lever.
10. the limiting device according to claim 3 for embedding anchor bolts, which is characterized in that each limit
Number of bolt hole on plate is identical, and is spaced between bolt hole adjacent on same limit plate identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811231363.0A CN109113358B (en) | 2018-10-22 | 2018-10-22 | Limiting device for embedding foundation bolts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811231363.0A CN109113358B (en) | 2018-10-22 | 2018-10-22 | Limiting device for embedding foundation bolts |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109113358A true CN109113358A (en) | 2019-01-01 |
| CN109113358B CN109113358B (en) | 2024-04-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811231363.0A Active CN109113358B (en) | 2018-10-22 | 2018-10-22 | Limiting device for embedding foundation bolts |
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| Country | Link |
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| CN (1) | CN109113358B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747893A (en) * | 2019-09-18 | 2020-02-04 | 中国二冶集团有限公司 | Embedded bolt auxiliary device and embedded bolt fixing method |
| CN110939830A (en) * | 2019-10-25 | 2020-03-31 | 上海宝冶冶金工程有限公司 | Device and method for quickly prefabricating and fixing embedded bolt |
| CN111561164A (en) * | 2020-04-27 | 2020-08-21 | 北京送变电有限公司 | Universal foundation bolt sample plate |
| CN114033192A (en) * | 2021-12-15 | 2022-02-11 | 中铁九局集团第二工程有限公司 | Accurate pre-buried device of steel construction rag bolt |
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| JP2007211514A (en) * | 2006-02-10 | 2007-08-23 | Shoji Matsuzawa | Method and device for constructing foundation, and anchor bolt support device for construction |
| CN201991241U (en) * | 2011-03-30 | 2011-09-28 | 宿迁市科路养护技术有限公司 | Steel structural upright column foundation bolt positioning device |
| CN204163194U (en) * | 2014-09-02 | 2015-02-18 | 重庆工业设备安装集团有限公司 | Embedding anchor bolts device |
| CN205329860U (en) * | 2016-01-27 | 2016-06-22 | 中建八局第一建设有限公司 | Size adjustable instrument formula rag bolt fixes a position lagging |
| CN206189873U (en) * | 2016-06-14 | 2017-05-24 | 北京市北泡轻钢建材有限公司 | Rag bolt combination formula ann die plate |
| CN207700212U (en) * | 2017-09-29 | 2018-08-07 | 黄福华 | A kind of positioning rack of pre-buried ground bolt |
| CN209413325U (en) * | 2018-10-22 | 2019-09-20 | 中国建筑一局(集团)有限公司 | A kind of limiting device for embedding anchor bolts |
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| CN110747893A (en) * | 2019-09-18 | 2020-02-04 | 中国二冶集团有限公司 | Embedded bolt auxiliary device and embedded bolt fixing method |
| CN110939830A (en) * | 2019-10-25 | 2020-03-31 | 上海宝冶冶金工程有限公司 | Device and method for quickly prefabricating and fixing embedded bolt |
| CN111561164A (en) * | 2020-04-27 | 2020-08-21 | 北京送变电有限公司 | Universal foundation bolt sample plate |
| CN111561164B (en) * | 2020-04-27 | 2021-09-21 | 北京送变电有限公司 | Universal foundation bolt sample plate |
| CN114033192A (en) * | 2021-12-15 | 2022-02-11 | 中铁九局集团第二工程有限公司 | Accurate pre-buried device of steel construction rag bolt |
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