CN211472549U - Group pile embedded bolt positioning and fixing support frame - Google Patents
Group pile embedded bolt positioning and fixing support frame Download PDFInfo
- Publication number
- CN211472549U CN211472549U CN201921627052.6U CN201921627052U CN211472549U CN 211472549 U CN211472549 U CN 211472549U CN 201921627052 U CN201921627052 U CN 201921627052U CN 211472549 U CN211472549 U CN 211472549U
- Authority
- CN
- China
- Prior art keywords
- support frame
- fixing support
- embedded
- pile
- cast
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Foundations (AREA)
Abstract
The utility model provides a group's stake buried bolt in advance location and fixed bolster, include: the device comprises a fixed support frame and diagonal braces, wherein embedded bolts are arranged at the upper end of a cast-in-place pile and are arranged along the vertical direction, two rows of the embedded bolts are uniformly arranged at the upper end of the cast-in-place pile, and each row is provided with a plurality of the embedded bolts; the fixed support frame is arranged on the upper side of the cast-in-place pile along the horizontal direction and is connected with the embedded bolts close to each other on the two adjacent cast-in-place piles; the inclined supporting rod is arranged between two adjacent cast-in-place piles, and the inclined supporting rod is connected with two opposite side edges of the fixed supporting frame and used for supporting the fixed supporting frame. The pouring construction of the embedded bolt is carried out through the arrangement mode of the fixed support frame and the inclined stay bar, the embedded bolt can be formed at one time, the positioning precision is high, and the construction quality of the embedded bolt is effectively improved.
Description
Technical Field
The utility model relates to a pile foundation engineering technical field particularly, relates to a group pile embedded bolt location and fixed bolster.
Background
At present, when the construction is carried out in the complicated area of landform for the construction place relief is uneven, and place surface layer part region has the bold round stone, the boulder exists, receive place and geology influence, the engineering needs to adopt the bored concrete pile to carry out the ground treatment, and pile position deviation of groud pile should satisfy the standard requirement, in pile foundation work progress, the quality defect of stake upper portion installation buried bolt because positioning deviation and pouring concrete in-process bolt deviation cause, has caused the influence for follow-up buried bolt installation component in advance.
Disclosure of Invention
In view of this, the utility model provides a group's stake buried bolt location and fixed bolster aims at solving the accurate low problem in bored concrete pile bolck buried bolt location.
In one aspect, the utility model provides a group's stake buried bolt location in advance and fixed bolster, include: a fixed support frame and an inclined support rod, wherein,
the embedded bolts are arranged at the upper end of the cast-in-place pile and are arranged along the vertical direction, two rows of the embedded bolts are uniformly arranged at the upper end of the cast-in-place pile, and each row is provided with a plurality of the embedded bolts;
the fixed support frame is arranged on the upper side of the cast-in-place pile along the horizontal direction and is connected with the embedded bolts close to each other on the two adjacent cast-in-place piles;
the inclined supporting rod is arranged between two adjacent cast-in-place piles, and the inclined supporting rod is connected with two opposite side edges of the fixed supporting frame and used for supporting the fixed supporting frame.
Furthermore, each side of the fixed support frame is provided with at least two inclined support rods.
Furthermore, an included angle of a preset angle is kept between the inclined supporting rod and the ground.
Furthermore, the fixed support frame comprises two transverse connecting rods and two longitudinal connecting rods, and the two transverse connecting rods are arranged in parallel relatively;
and two ends of the transverse connecting rod are respectively connected with the embedded bolts on the two adjacent cast-in-place piles through bolts.
Furthermore, one end of the inclined strut is connected with the transverse connecting rod, and the other end of the inclined strut is in contact with the bottom surface.
Further, the longitudinal connecting rod is arranged between the two transverse connecting rods, and the longitudinal connecting rod is respectively connected with the two transverse connecting rods so as to connect the two transverse connecting rods together.
Further, the longitudinal connecting rods and the transverse connecting rods are arranged perpendicular to each other.
Furthermore, a plurality of longitudinal connecting rods are uniformly arranged between the two transverse connecting rods.
Furthermore, the inclined supporting rod is detachably connected with the fixed supporting frame.
Furthermore, the inclined supporting rod is a steel pipe with the diameter of 20-50 mm.
Compared with the prior art, the beneficial effects of the utility model reside in that, through setting up fixed stay frame and diagonal brace, when pouring pre-buried bolt, through being connected fixed stay frame and pre-buried bolted connection to carry out diagonal brace to fixed stay frame through the diagonal brace, with reinforcing fixed stay frame's stability, thereby can fix a position pre-buried bolt effectively. Meanwhile, pouring construction of the embedded bolt is carried out through the arrangement mode of the fixed support frame and the inclined stay bar, the embedded bolt can be formed at one time, positioning accuracy is high, and construction quality of the embedded bolt is effectively improved. And the pile group embedded bolt positioning and fixing support frame is adopted for embedded bolt construction, so that the method has the characteristics of low construction cost and simplicity, and can greatly improve the construction efficiency.
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 front view of a group pile embedded bolt positioning and fixing support frame provided by an embodiment of the present invention;
fig. 2 is the utility model provides a grouser buried bolt location and fixed bolster top view in advance.
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, in the present invention, 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 accompanying drawings in conjunction with embodiments.
Referring to fig. 1 and 2, the embodiment provides a group of pile embedded bolts positioning and fixing support frame, including: the device comprises a fixed support frame 3 and diagonal braces 1, wherein embedded bolts 2 are arranged at the upper end of a cast-in-place pile and are arranged along the vertical direction, two rows of the embedded bolts 2 are uniformly arranged at the upper end of the cast-in-place pile 4, and each row is provided with a plurality of the embedded bolts 2; the fixed support frame 3 is arranged on the upper side of the cast-in-place piles 4 along the horizontal direction, and the fixed support frame 3 is connected with the embedded bolts 2 which are close to each other on the two adjacent cast-in-place piles 4; the inclined strut 1 is arranged between two adjacent cast-in-place piles 4, and the inclined strut 1 is connected with two opposite side edges of the fixed support frame 3 and used for supporting the fixed support frame 3.
Specifically, at least two inclined supporting rods 1 are arranged on each side of the fixed supporting frame 3. And an included angle of a preset angle is kept between the inclined support rod 1 and the ground.
Specifically, the fixed support frame 3 comprises two transverse connecting rods 5 and two longitudinal connecting rods 6, wherein the two transverse connecting rods 5 are arranged in parallel; and two ends of the transverse connecting rod 5 are respectively connected with the embedded bolts 2 on the two adjacent cast-in-place piles 4 through bolts.
Specifically, one end of the diagonal brace 1 is connected to the transverse connecting rod 5, and the other end thereof is in contact with the bottom surface.
Specifically, the longitudinal connecting rod 6 is disposed between the two transverse connecting rods 5, and the longitudinal connecting rod 6 is connected to the two transverse connecting rods 5 respectively to connect the two transverse connecting rods 5 together. The longitudinal connecting rod 6 and the transverse connecting rod 5 are arranged perpendicular to each other.
Specifically, a plurality of longitudinal connecting rods 6 are uniformly arranged between the two transverse connecting rods 5. The inclined supporting rod 1 is detachably connected with the fixed supporting frame 3.
Specifically, the inclined strut 1 is a steel pipe with the diameter of 20-50 mm.
Particularly, the both ends of transverse connection pole 5 are provided with the unthreaded hole, establish the tip cover of transverse connection pole 5 on pre-buried bolt 2, link together both through the nut to make things convenient for the installation and the recovery of fixed stay frame 3, so that reuse.
Preferably, the fixed support frame 3 is made of steel pipe or steel plate.
It can be seen that, through setting up fixed bolster 3 and diagonal brace 1, when pouring buried bolt 2 in advance, through being connected fixed bolster 3 and buried bolt 2 in advance to carry out the diagonal brace through diagonal brace 1 to fixed bolster 3, with the stability of reinforcing fixed bolster 3, thereby can fix a position buried bolt 2 in advance effectively. Meanwhile, pouring construction of the embedded bolt 2 is carried out through the arrangement mode of the fixed support frame 3 and the inclined support rod 1, the embedded bolt 2 can be formed at one time, positioning accuracy is high, and construction quality of the embedded bolt 2 is effectively improved. And the positioning of the grouped pile embedded bolts 2 and the construction of the embedded bolts 2 are carried out by the fixed support frame 3, so that the method has the characteristics of low construction cost and simple method, and the construction efficiency can be greatly improved.
During specific implementation, the fixed support frame 3 and the inclined supporting rods 1 on two side edges of the fixed support frame 3 are arranged along the length direction of the grouped piles, the length of the fixed support frame 3 is determined according to the length of the grouped piles, and the inclined supporting rods 1 are symmetrically arranged on two sides of the support frame at intervals of 1 m.
During the construction, at first 4 steel reinforcement cage installation location to the bored concrete pile, later carry out accurate location to buried bolt 2 in advance, including X axle Y axle Z axle direction location to the location of installation grouted pile buried bolt 2 and the fixed bolster is firm with buried bolt 2 location, pours the position of in-process attention control buried bolt 2 in advance, and the discovery off normal is in time corrected.
It can be seen that the positioning and fixing support frame for the grouped pile embedded bolts 2 effectively solves the problem that installation components on the bolts are inaccurate due to bolt deviation caused by pile body pouring in installation construction of the grouped pile embedded bolts 2, avoids the situation of secondary reworking, improves economic and social benefits, and saves construction cost.
It will be apparent to those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. The utility model provides a group's stake embedded bolt location and fixed bolster which characterized in that includes: a fixed support frame and an inclined support rod, wherein,
the embedded bolts are arranged at the upper end of the cast-in-place pile and are arranged along the vertical direction, two rows of the embedded bolts are uniformly arranged at the upper end of the cast-in-place pile, and each row is provided with a plurality of the embedded bolts;
the fixed support frame is arranged on the upper side of the cast-in-place pile along the horizontal direction and is connected with the embedded bolts close to each other on the two adjacent cast-in-place piles;
the inclined supporting rod is arranged between two adjacent cast-in-place piles, and the inclined supporting rod is connected with two opposite side edges of the fixed supporting frame and used for supporting the fixed supporting frame.
2. The pile-embedding bolt positioning and fixing support frame according to claim 1, wherein at least two diagonal braces are arranged on each side of the fixing support frame.
3. The pile group pre-buried bolt positioning and fixing support frame according to claim 2, wherein an included angle of a preset angle is kept between the inclined strut and the ground.
4. The pile group embedded bolt positioning and fixing support frame according to claim 2, wherein the fixing support frame comprises two transverse connecting rods and two longitudinal connecting rods, and the two transverse connecting rods are arranged in parallel relatively;
and two ends of the transverse connecting rod are respectively connected with the embedded bolts on the two adjacent cast-in-place piles through bolts.
5. The pile group embedded bolt positioning and fixing support frame according to claim 4, wherein one end of the inclined strut is connected with the transverse connecting rod, and the other end of the inclined strut is in contact with the bottom surface.
6. The pile group embedded bolt positioning and fixing support frame according to claim 4, wherein the longitudinal connecting rod is arranged between the two transverse connecting rods, and the longitudinal connecting rod is respectively connected with the two transverse connecting rods so as to connect the two transverse connecting rods together.
7. The pile group pre-buried bolt positioning and fixing support frame according to claim 4, wherein the longitudinal connecting rod and the transverse connecting rod are perpendicular to each other.
8. The pile group pre-buried bolt positioning and fixing support frame according to claim 7, wherein a plurality of longitudinal connecting rods are uniformly arranged between the two transverse connecting rods.
9. The pile group pre-buried bolt positioning and fixing support frame of claim 1, wherein the inclined strut is detachably connected with the fixing support frame.
10. The pile group pre-buried bolt positioning and fixing support frame according to claim 1, wherein the diagonal brace is a steel pipe with a diameter of 20-50 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921627052.6U CN211472549U (en) | 2019-09-27 | 2019-09-27 | Group pile embedded bolt positioning and fixing support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921627052.6U CN211472549U (en) | 2019-09-27 | 2019-09-27 | Group pile embedded bolt positioning and fixing support frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211472549U true CN211472549U (en) | 2020-09-11 |
Family
ID=72372647
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921627052.6U Active CN211472549U (en) | 2019-09-27 | 2019-09-27 | Group pile embedded bolt positioning and fixing support frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211472549U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113957757A (en) * | 2021-11-16 | 2022-01-21 | 中国二十冶集团有限公司 | Track bolt positioning device and track bolt construction method |
-
2019
- 2019-09-27 CN CN201921627052.6U patent/CN211472549U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113957757A (en) * | 2021-11-16 | 2022-01-21 | 中国二十冶集团有限公司 | Track bolt positioning device and track bolt construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103485360B (en) | A kind of steel platform tower crane foundation and construction method thereof | |
| CN107268424A (en) | Can fast leveling precast assembly bridge pier structure and its construction method | |
| CN105887811A (en) | Ultra-deep soft soil pile integral construction method based on high-precision information monitoring | |
| JP2007182741A (en) | Differentially settled foundation correcting and reinforcing method by underpinning | |
| CN206521678U (en) | Template fixed support device | |
| CN107435335A (en) | Brick retaining wall steel bar girder hardened system and method on foundation pit enclosure top beam | |
| CN111335171A (en) | Construction method of steel trestle | |
| CN106013206A (en) | Steel pipe column positioning device and steel pipe concrete column and pile foundation connecting structure | |
| CN211472549U (en) | Group pile embedded bolt positioning and fixing support frame | |
| CN206216902U (en) | Prefabricated bar body reinforcing bar binding tire film | |
| CN107724540A (en) | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates | |
| CN214459689U (en) | Cast-in-place box girder support of weak soil foundation | |
| CN110670734A (en) | Fixing device for pre-buried steel plate under shock insulation support and construction method thereof | |
| CN212771968U (en) | Full-prefabricated assembled bridge bearing platform positioning system | |
| CN204097889U (en) | A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement | |
| CN102817617B (en) | Novel inhaul cable type shield originating backrest substrate system | |
| CN207244633U (en) | Brick retaining wall steel bar girder hardened system on foundation pit enclosure top beam | |
| CN114673178B (en) | Miniature anti-slide pile combined structure for ecological protection of side slope and construction method thereof | |
| CN214170072U (en) | Steel construction factory building structure based on exposed foundation | |
| CN104805876B (en) | A kind of method for inclining the vertical pushing tow correction of independent bent columns | |
| CN210827533U (en) | Device for embedding foundation bolt group | |
| CN211848965U (en) | Cast-in-place box girder support | |
| CN110144927B (en) | Device for embedding foundation bolt group | |
| CN207295497U (en) | A kind of interim steel pipe support base steel plate installation leveling structure | |
| CN207260158U (en) | One layer of basement supporting construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |