CN220079752U - Double-support thin-wall pier 0# block suspension casting opposite-pulling bracket type triangular bracket structure - Google Patents
Double-support thin-wall pier 0# block suspension casting opposite-pulling bracket type triangular bracket structure Download PDFInfo
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- CN220079752U CN220079752U CN202321016361.6U CN202321016361U CN220079752U CN 220079752 U CN220079752 U CN 220079752U CN 202321016361 U CN202321016361 U CN 202321016361U CN 220079752 U CN220079752 U CN 220079752U
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- 238000005266 casting Methods 0.000 title claims abstract description 20
- 239000000725 suspension Substances 0.000 title claims abstract description 8
- 238000005096 rolling process Methods 0.000 claims description 40
- 239000004576 sand Substances 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 19
- 230000000694 effects Effects 0.000 abstract description 7
- 230000003014 reinforcing effect Effects 0.000 description 7
- 238000010586 diagram Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000005493 welding type Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model discloses a double-support thin-wall pier 0# block suspension casting opposite-pulling bracket structure, which comprises: the embedded structure is fixedly embedded in the two groups of pier studs, and a bearing end part is formed on the embedded structure corresponding to each group of pier studs; the assembly supporting seat is fixedly assembled at the top of the end part of the support; the middle bracket is fixedly assembled on the assembly supporting seat between the two groups of pier columns, and the top of the middle bracket is fixedly assembled with the middle supporting frame; the side brackets are provided with a plurality of groups, the side brackets of the plurality of groups are equally divided and fixedly connected with the assembly supporting seats positioned at the opposite side parts of the two groups of pier columns, and the top parts of the side brackets are fixedly connected with the side supporting frames; the middle support frame and the side support frames form a support surface corresponding to the two groups of pier studs. The technical problems of poor safety, high cost and poor construction effect of a triangular bracket structure system in the prior art are solved.
Description
Technical Field
The utility model relates to the technical field of highway bridge engineering, in particular to a double-support thin-wall pier 0# block suspension casting opposite-pulling bracket structure.
Background
In recent years, under the initiative of 'one-way', the construction scale of traffic infrastructure is gradually enlarged, and the construction of highways is rapidly developed. The cost investment of the rigid frame bridge, also called rigid frame bridge, is generally lower than that of a cable-stayed bridge and a suspension bridge under the same span, and the cost investment of the continuous rigid frame bridge in a high pier structure is lower than or the same as that of the cheapest simple girder bridge, so that the continuous rigid frame bridge is favored.
The traditional continuous rigid frame high pier adopts a double-support thin-wall pier structure. Because the pier stud is high, the 0# block is relatively economical to use as an air bracket, such as a triangular bracket structure.
In the prior art, a triangular bracket structure system is more, wherein an embedded climbing cone, an embedded steel plate, a pin bracket and the like are connected with the pier body; the bracket system is welded, bolted, pinned, etc., and is different. The welding type high-altitude operation has high risk coefficient and is difficult to check; the bolts are connected, the stress of each embedded bolt is uneven, the safety coefficient is required to be high, the embedded precision is strictly controlled, and the cost is relatively high; the pin rod type grouting device has a through hole, the grouting effect is not well controlled, and most engineering parties do not recommend the grouting device.
Disclosure of Invention
Therefore, the utility model provides a double-support thin-wall pier 0# block suspension casting opposite-pulling bracket type triangular bracket structure, which solves the technical problems of poor safety, high cost and poor construction effect of the triangular bracket structure system in the prior art. The whole structure system is simple and reasonable in design, low in construction cost, clear in stress, adjustable, easy to operate and implement, capable of guaranteeing construction effect, reducing high-altitude welding conditions, accelerating construction progress, safe and reliable, providing reference for cast-in-situ construction of the 0# block brackets of the bridge of the same type in the future, and providing design ideas for similar construction.
In order to achieve the above object, the present utility model provides the following technical solutions:
a double-support thin-wall pier 0# block suspension casting opposite-pulling bracket structure comprises:
the embedded structure is fixedly embedded in the two groups of pier columns, and a bearing end part is formed corresponding to each group of pier columns;
the assembly supporting seat is fixedly assembled at the top of the supporting end part;
the middle bracket is fixedly assembled on the assembly supporting seat between the two groups of pier columns, and the top of the middle bracket is fixedly assembled with the middle supporting frame;
the side brackets are provided with a plurality of groups, the side brackets are equally divided and fixedly connected and assembled on the assembly supporting seats positioned at the opposite side parts of the two groups of pier columns, and the top parts of the side brackets are fixedly connected and assembled with side supporting frames; the middle support frame and the side support frames form a support surface corresponding to the two groups of pier columns.
On the basis of the technical scheme, the utility model is further described as follows:
as a further scheme of the utility model, the embedded structure comprises an embedded box and a first finish rolling deformed bar.
The embedded box is embedded and fixedly connected in the pier column.
The first finish rolling deformed bar transversely and fixedly penetrates through the embedded box and the pier column, and two end parts of the first finish rolling deformed bar serve as bearing end parts and extend to the outer portion of the pier column.
As a further scheme of the utility model, the first finish rolling screw thread reinforcing steel bars are respectively and correspondingly fixedly connected with the assembly supporting seats through the two ends of the pier stud.
As a further scheme of the utility model, the top of the assembly supporting seat is fixedly connected with a sand cylinder.
As a further aspect of the present utility model, the intermediate bracket includes an intermediate base bar frame, an intermediate diagonal brace frame, and an intermediate support bar frame.
The middle foundation rod frame is correspondingly positioned between the two groups of pier columns along the horizontal direction, and two ends of the middle foundation rod frame are respectively and correspondingly fixedly assembled and connected with the sand cylinders corresponding to the opposite sides of the two groups of pier columns one by one.
The middle diagonal brace frames are provided with two groups, the two groups of middle diagonal brace frames extend obliquely relatively, and the bottoms of the middle diagonal brace frames are fixedly assembled at the tops of the two ends of the middle foundation bar frame in one-to-one correspondence respectively.
The middle support rod frame is correspondingly positioned between the two groups of pier columns along the horizontal direction, and the bottom of the middle support rod frame is fixedly connected with the tops of the two groups of middle diagonal bracing rod frames in an assembly mode.
The middle support frame is fixedly connected and assembled at the top of the middle bearing rod frame.
As a further scheme of the utility model, the two ends of the middle foundation bar frame are fixedly connected with two groups of foundation embedded bars in a one-to-one correspondence manner respectively, and the two groups of foundation embedded bars are fixedly connected in the opposite sides of the two groups of pier columns in a one-to-one correspondence manner respectively.
As a further scheme of the utility model, the two ends of the middle bearing rod frame are fixedly connected with two groups of bearing embedded bars in a one-to-one correspondence manner respectively, and the two groups of bearing embedded bars are fixedly connected in the opposite sides of the two groups of pier studs in a one-to-one correspondence manner respectively.
As a further aspect of the utility model, the side brackets are correspondingly positioned on the opposite outer sides of the two sets of pier studs.
The side bracket comprises a side foundation stand, a side bearing transverse frame and a side diagonal brace frame.
The side foundation stand is vertically and correspondingly positioned at the opposite outer side parts of the two groups of pier columns, and the bottom end parts of the side foundation stand are fixedly connected with the sand cylinders corresponding to the opposite outer side parts of the pier columns.
The side bearing crossbearer is correspondingly positioned at the opposite outer side parts of the two groups of pier columns along the horizontal direction, and one end part of the side bearing crossbearer is fixedly connected with the top end part of the side bearing vertical frame in an assembly manner.
The side diagonal brace frame is fixedly connected and assembled between the other end part of the side bearing transverse frame and the bottom end part of the side bearing vertical frame.
The side support frames are fixedly connected and assembled at the top of the side bearing transverse frame.
As a further aspect of the present utility model, the method further comprises:
and the connecting reinforcement structure comprises a second finish rolling deformed bar and a third finish rolling deformed bar.
The second finish rolling deformed bar and the third finish rolling deformed bar are respectively pre-buried and fixedly connected to the two groups of pier studs, and both ends of the second finish rolling deformed bar and both ends of the third finish rolling deformed bar are located at the two groups of opposite outer side parts of the pier studs.
The second finish rolling twisted steel is fixedly connected with the middle foundation bar frame in a fixedly connected mode and is correspondingly connected with the bottom end portions of the two groups of side foundation upright frames in a fixedly connected mode.
The third finish rolling twisted steel is fixedly connected with the middle supporting rod frame in a fixedly connected mode and is correspondingly connected with the middle positions between the two groups of pier columns, and two ends of the third finish rolling twisted steel are fixedly connected with the top end portions of the two groups of side foundation stand in a one-to-one correspondence mode.
As a further scheme of the utility model, the middle brackets and the side brackets are provided with a plurality of groups, and the tops of the middle brackets and the side brackets are fixedly connected with a plurality of groups of parallel brackets which are arranged along the horizontal direction.
The parallel connection frames are arranged in parallel, and the middle support frame and the side support frames are fixedly connected and assembled on the parallel connection frames respectively.
The utility model has the following beneficial effects:
the structure can be matched with the assembly supporting seat through the embedded structure embedded in the pier stud to effectively form a supporting foundation of the middle bracket and the side bracket, and the supporting heights of the middle bracket and the side bracket can be effectively matched by utilizing the sand cylinder; meanwhile, the connection reinforcing structure is utilized to remarkably improve the support stability of the middle bracket and the side bracket, so that the support stability of the middle support frame and the side support frame is improved; the whole structure system is simple and reasonable in design, low in construction cost, clear in stress, adjustable, easy to operate and implement, capable of guaranteeing the construction effect, capable of being welded according to the design size on the ground, directly hoisted to a preset position, capable of reducing the high-altitude welding condition, capable of accelerating the construction progress, safe and reliable, capable of providing reference for the cast-in-situ construction of the 0# block brackets of the bridge of the same type in the future, capable of providing design ideas for similar construction, and capable of remarkably improving the functional practicality of the whole structure.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the following description will simply refer to the drawings required in the embodiments or the description of the prior art, and structures, proportions, sizes and the like which are shown in the specification are merely used in conjunction with the disclosure of the present utility model, so that those skilled in the art can understand and read the disclosure, and any structural modifications, changes in proportion or adjustment of sizes should still fall within the scope of the disclosure of the present utility model without affecting the effects and the achieved objects of the present utility model.
Fig. 1 is a schematic diagram of an overall front view assembly structure of a double-support thin-wall pier 0# block cantilever casting opposite-pulling bracket structure according to an embodiment of the present utility model.
Fig. 2 is a schematic diagram of an overall side view assembly structure of a double-support thin-wall pier 0# block hanging casting opposite-pulling bracket type triangular bracket structure according to an embodiment of the present utility model.
Fig. 3 is a schematic diagram of an overall top view assembly structure of a double-support thin-wall pier 0# block cantilever casting opposite-pulling bracket structure according to an embodiment of the present utility model.
In the drawings, the list of components represented by the various numbers is as follows:
pre-buried structure 1: a pre-buried box 11 and a first finish-rolled deformed bar 12;
assembling a supporting seat 2; a sand cylinder 3;
intermediate bracket 4: the middle foundation bar frame 41, the foundation embedded bars 411, the middle diagonal brace bar frame 42, the middle bearing bar frame 43 and the bearing embedded bars 431;
an intermediate support 5;
side brackets 6: a side foundation stand 61, a side bearing cross frame 62, a side diagonal brace frame 63;
connection reinforcing structure 7: a second finish-rolled deformed bar 71 and a third finish-rolled deformed bar 72;
a side support 8; a parallel frame 9;
pier column a.
Detailed Description
Other advantages and advantages of the present utility model will become apparent to those skilled in the art from the following detailed description, which, by way of illustration, is to be read in connection with certain specific embodiments, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The terms such as "upper", "lower", "left", "right", "middle" and the like are also used herein for descriptive purposes only and are not intended to limit the scope of the utility model for which the utility model may be practiced or for which the relative relationship may be altered or modified without materially altering the technical context.
As shown in fig. 1 to 3, the embodiment of the utility model provides a double-support thin-wall pier 0# block hanging casting opposite-pulling bracket type triangular bracket structure, which comprises an embedded structure 1, an assembly supporting seat 2, a sand cylinder 3, an intermediate bracket 4, an intermediate supporting frame 5, a side bracket 6, a connecting reinforcing structure 7, a side supporting frame 8 and a parallel bracket 9, wherein the embedded structure 1 embedded in a pier column a is matched with the assembly supporting seat 2 to effectively form a supporting foundation of the intermediate bracket 4 and the side bracket 6, and the supporting heights of the intermediate bracket 4 and the side bracket 6 can be effectively matched by the sand cylinder 3; meanwhile, the connection reinforcing structure 7 is utilized to remarkably improve the support stability of the middle bracket 4 and the side bracket 6, so that the support stability of the middle support frame 5 and the side support frame 8 is improved; the whole structure system is simple and reasonable in design, low in construction cost, clear in stress, adjustable, easy to operate and implement, capable of guaranteeing construction effect, capable of being welded according to design dimensions on the ground, capable of being directly hoisted to a preset position, capable of reducing high-altitude welding conditions, capable of accelerating construction progress, safe and reliable, capable of providing reference for cast-in-situ construction of 0# block brackets of bridges of the same type in the future, capable of providing design ideas for similar construction, and capable of improving functional practicality of the structure. The specific arrangement is as follows:
referring to fig. 1 to 3, the embedded structure 1 is fixedly embedded in two groups of pier studs a; specifically, the pre-buried structure 1 comprises a pre-buried box 11 and a first finish-rolled deformed bar 12; the embedded box 11 is fixedly connected to the inside of the pier column a in an embedded mode, the first finish rolling threaded steel bars 12 transversely penetrate through the embedded box 11 and the inside of the pier column a in a fixed mode, and two end portions of the first finish rolling threaded steel bars 12 extend to the outside of the pier column a to effectively serve as an installation foundation of the whole framework through the embedded structure 1.
The first finish rolling twisted steel 12 is arranged at the two ends of the pier column a in a penetrating manner and is fixedly connected with the assembly supporting seat 2, the sand cylinder 3 is fixedly connected with the top of the assembly supporting seat 2, the sand cylinder 3 is used for effectively forming a supporting foundation of the middle bracket 4 and the side bracket 6 by using the assembly supporting seat 2, and the sand cylinder 3 can be used for fine adjustment of the height so as to effectively match the set supporting heights of the middle bracket 4 and the side bracket 6.
Referring to fig. 2, the middle bracket 4 includes a middle foundation bar frame 41, a middle diagonal brace frame 42 and a middle bearing bar frame 43; the middle foundation bar frame 41 is correspondingly positioned between two groups of pier columns a along the horizontal direction, and two ends of the middle foundation bar frame 41 are respectively and correspondingly fixedly assembled and connected with the sand cylinders 3 corresponding to the opposite sides of the two groups of pier columns a; the middle diagonal brace frames 42 are provided with two groups, the two groups of middle diagonal brace frames 42 extend obliquely relatively, and the bottoms of the two groups of middle diagonal brace frames are fixedly assembled at the top parts of the two ends of the middle foundation bar frame 41 in one-to-one correspondence respectively; the middle supporting rod frame 43 is correspondingly positioned between the two groups of pier columns a along the horizontal direction, and the bottom of the middle supporting rod frame 43 is fixedly assembled and connected with the tops of the two groups of middle diagonal rod frames 42; the middle supporting frame 5 is fixedly assembled on the top of the middle supporting rod frame 43; for effectively fixing the intermediate brackets 4 and the intermediate supports 5 between the two sets of abutment a by the above arrangement.
Preferably, two ends of the middle foundation bar frame 41 are fixedly connected with two groups of foundation embedded ribs 411 in a one-to-one correspondence manner, and the two groups of foundation embedded ribs 411 are fixedly connected in a one-to-one correspondence manner in opposite sides of the two groups of pier columns a in a pre-buried manner; the two ends of the middle bearing rod frame 43 are fixedly assembled and connected with the two groups of bearing embedded ribs 431 in a one-to-one correspondence manner, and the two groups of bearing embedded ribs 431 are fixedly embedded and connected in the opposite sides of the two groups of pier columns a in a one-to-one correspondence manner; the support stability is remarkably improved based on the pier column a.
With continued reference to fig. 2, the side brackets 6 are respectively located on opposite outer sides of the two sets of pillars a; specifically, the side bracket 6 includes a side foundation stand 61, a side bearing cross frame 62, and a side diagonal brace frame 63; the side foundation stand 61 is vertically and correspondingly positioned at opposite and outer side parts of the two groups of pier columns a, and the bottom end parts of the side foundation stand 61 are fixedly assembled and connected with the sand cylinders 3 corresponding to the opposite and outer side parts of the pier columns a; the side bearing cross frames 62 are correspondingly positioned at the opposite outer side parts of the two groups of pier columns a along the horizontal direction, and one end parts of the side bearing cross frames 62 are fixedly assembled and connected with the top end parts of the side bearing stand frames 61; the side diagonal brace frame 63 is fixedly assembled between the other end of the side bearing cross frame 62 and the bottom end of the side bearing stand 61; the side supporting frames 8 are fixedly assembled on the top of the side bearing cross frames 62; the side brackets 6 and the side supporting frames 8 which are arranged on the opposite outer sides of the two groups of pier columns a are effectively fixed through the arrangement, so that the middle supporting frames 5 and the side supporting frames 8 form a preset supporting surface together.
With continued reference to fig. 2, the connection reinforcing structure 7 includes a second finish-rolled rebar 71 and a third finish-rolled rebar 72; the second finish rolling deformed bar 71 and the third finish rolling deformed bar 72 are respectively pre-buried and fixedly connected to two groups of pier studs a, and both ends of the second finish rolling deformed bar 71 and both ends of the third finish rolling deformed bar 72 are located at opposite outer side parts of the two groups of pier studs a; specifically, the second finish rolling twisted steel 71 is fixedly assembled and connected with the middle foundation bar frame 41 corresponding to the middle position between the two groups of pier columns a, and two ends of the second finish rolling twisted steel 71 are fixedly assembled and connected with the bottom ends of the two groups of side foundation stands 61 respectively in one-to-one correspondence; the third finish rolling screw thread reinforcing bars 72 are fixedly assembled and connected with the middle bearing bar frame 43 at the middle positions corresponding to the two groups of pier columns a, and the two ends of the third finish rolling screw thread reinforcing bars 72 are fixedly assembled and connected with the top end parts of the two groups of side foundation stand 61 respectively in one-to-one correspondence; the second finish rolling screw 71 and the third finish rolling screw 72 are used for effectively improving the linkage support stability of the middle bracket 4 and the side brackets 6 based on the pier column a.
Referring to fig. 1 and 3, the middle bracket 4 and the side brackets 6 are provided with a plurality of groups, and the tops of the middle brackets 4 and the side brackets 6 are fixedly connected with a plurality of groups of parallel brackets 9 arranged along the horizontal direction; the parallel connection frames 9 are arranged in parallel, and the middle support frame 5 and the side support frames 8 are fixedly connected and assembled on the parallel connection frames 9.
While the utility model has been described in detail in the foregoing general description and specific examples, it will be apparent to those skilled in the art that modifications and improvements can be made thereto. Accordingly, such modifications or improvements may be made without departing from the spirit of the utility model and are intended to be within the scope of the utility model as claimed.
Claims (10)
1. A double-support thin-wall pier 0# block suspension casting opposite-pulling bracket structure is characterized by comprising:
the embedded structure is fixedly embedded in the two groups of pier columns, and a bearing end part is formed corresponding to each group of pier columns;
the assembly supporting seat is fixedly assembled at the top of the supporting end part;
the middle bracket is fixedly assembled on the assembly supporting seat between the two groups of pier columns, and the top of the middle bracket is fixedly assembled with the middle supporting frame;
the side brackets are provided with a plurality of groups, the side brackets are equally divided and fixedly connected and assembled on the assembly supporting seats positioned at the opposite side parts of the two groups of pier columns, and the top parts of the side brackets are fixedly connected and assembled with side supporting frames; the middle support frame and the side support frames form a support surface corresponding to the two groups of pier columns.
2. The double-branch thin-wall pier 0# block hanging casting opposite-pulling bracket structure according to claim 1, wherein,
the embedded structure comprises an embedded box and a first finish rolling twisted steel;
the embedded box is embedded and fixedly connected in the pier column;
the first finish rolling deformed bar transversely and fixedly penetrates through the embedded box and the pier column, and two end parts of the first finish rolling deformed bar serve as bearing end parts and extend to the outer portion of the pier column.
3. The double-branch thin-wall pier 0# block hanging casting opposite-pulling bracket structure according to claim 2, wherein,
the first finish rolling deformed bar penetrates through two ends of the pier stud and is fixedly connected with the assembly supporting seat in a fixedly connecting mode.
4. A double thin wall pier 0# block hanging casting split bracket structure according to any one of claims 1-3, wherein,
and the top of the assembly supporting seat is fixedly connected with a sand cylinder.
5. The double-branch thin-wall pier 0# block hanging casting opposite-pulling bracket structure according to claim 4, wherein,
the middle bracket comprises a middle foundation rod frame, a middle diagonal rod frame and a middle bearing rod frame;
the middle foundation rod frame is correspondingly positioned between the two groups of pier columns along the horizontal direction, and the two ends of the middle foundation rod frame are respectively and correspondingly fixedly assembled and connected with the sand cylinders corresponding to the opposite sides of the two groups of pier columns one by one;
the middle diagonal brace frames are provided with two groups, the two groups of middle diagonal brace frames extend obliquely relatively, and the bottoms of the two groups of middle diagonal brace frames are fixedly assembled at the tops of the two ends of the middle foundation bar frame in one-to-one correspondence respectively;
the middle bearing rod frame is correspondingly positioned between the two groups of pier columns along the horizontal direction, and the bottom of the middle bearing rod frame is fixedly assembled and connected with the tops of the two groups of middle diagonal brace frames;
the middle support frame is fixedly connected and assembled at the top of the middle bearing rod frame.
6. The double-branch thin-wall pier 0# block hanging casting opposite-pulling bracket structure according to claim 5, wherein,
the two ends of the middle foundation bar frame are fixedly connected with two groups of foundation embedded bars in a one-to-one correspondence mode respectively, and the two groups of foundation embedded bars are fixedly connected inside opposite sides of the two groups of pier studs in a one-to-one correspondence mode respectively.
7. The double-branch thin-wall pier 0# block hanging casting opposite-pulling bracket structure according to claim 5, wherein,
the two ends of the middle bearing rod frame are fixedly connected with two groups of bearing embedded bars in a one-to-one correspondence mode respectively, and the two groups of bearing embedded bars are fixedly connected inside opposite sides of the two groups of pier studs in a one-to-one correspondence mode respectively.
8. The double-branch thin-wall pier 0# block hanging casting opposite-pulling bracket structure according to claim 5, wherein,
the side brackets are correspondingly positioned on the opposite outer side parts of the two groups of pier studs;
the side bracket comprises a side foundation stand, a side bearing transverse frame and a side diagonal brace frame;
the side foundation stand is vertically and correspondingly positioned at the opposite outer side parts of the two groups of pier columns, and the bottom end parts of the side foundation stand are fixedly connected with sand cylinders corresponding to the opposite outer side parts of the pier columns;
the side bearing crossbearers are correspondingly positioned on the opposite outer side parts of the two groups of pier columns along the horizontal direction, and one end parts of the side bearing crossbearers are fixedly assembled and connected with the top end parts of the side bearing uprights;
the side diagonal brace frame is fixedly assembled between the other end part of the side bearing transverse frame and the bottom end part of the side bearing vertical frame;
the side support frames are fixedly connected and assembled at the top of the side bearing transverse frame.
9. The double-arm thin-walled pier 0# block cantilever casting split corbel type triangular bracket structure according to claim 8, further comprising:
the connecting reinforcement structure comprises a second finish rolling deformed bar and a third finish rolling deformed bar;
the second finish rolling deformed bar and the third finish rolling deformed bar are respectively pre-buried and fixedly connected to two groups of pier studs, and both ends of the second finish rolling deformed bar and both ends of the third finish rolling deformed bar are positioned at the opposite outer side parts of the two groups of pier studs;
the second finish rolling screw thread reinforcing steel bars are fixedly connected with the middle foundation bar frames in a fixedly connected mode corresponding to the middle positions between the two groups of pier columns, and the two ends of the second finish rolling screw thread reinforcing steel bars are fixedly connected with the bottom end portions of the two groups of side foundation upright frames in a fixedly connected mode respectively in a one-to-one correspondence mode;
the third finish rolling twisted steel is fixedly connected with the middle supporting rod frame in a fixedly connected mode and is correspondingly connected with the middle positions between the two groups of pier columns, and two ends of the third finish rolling twisted steel are fixedly connected with the top end portions of the two groups of side foundation stand in a one-to-one correspondence mode.
10. The double-branch thin-wall pier 0# block hanging casting opposite-pulling bracket structure according to claim 1, wherein,
the middle brackets and the side brackets are respectively provided with a plurality of groups, and the tops of the middle brackets and the side brackets are fixedly connected with a plurality of groups of parallel brackets arranged along the horizontal direction;
the parallel connection frames are arranged in parallel, and the middle support frame and the side support frames are fixedly connected and assembled on the parallel connection frames respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321016361.6U CN220079752U (en) | 2023-04-28 | 2023-04-28 | Double-support thin-wall pier 0# block suspension casting opposite-pulling bracket type triangular bracket structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321016361.6U CN220079752U (en) | 2023-04-28 | 2023-04-28 | Double-support thin-wall pier 0# block suspension casting opposite-pulling bracket type triangular bracket structure |
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| Publication Number | Publication Date |
|---|---|
| CN220079752U true CN220079752U (en) | 2023-11-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321016361.6U Active CN220079752U (en) | 2023-04-28 | 2023-04-28 | Double-support thin-wall pier 0# block suspension casting opposite-pulling bracket type triangular bracket structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN220079752U (en) |
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- 2023-04-28 CN CN202321016361.6U patent/CN220079752U/en active Active
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