CN220301317U - Zxfoom zxfoom zxfoom zxfoom occlusion device pile guide wall template - Google Patents
Zxfoom zxfoom zxfoom zxfoom occlusion device pile guide wall template Download PDFInfo
- Publication number
- CN220301317U CN220301317U CN202321134779.7U CN202321134779U CN220301317U CN 220301317 U CN220301317 U CN 220301317U CN 202321134779 U CN202321134779 U CN 202321134779U CN 220301317 U CN220301317 U CN 220301317U
- Authority
- CN
- China
- Prior art keywords
- support
- template
- supporting
- guide wall
- strip
- 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
- 230000008093 supporting effect Effects 0.000 claims abstract description 98
- 230000000149 penetrating effect Effects 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 239000002131 composite material Substances 0.000 claims description 8
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims 7
- 238000010276 construction Methods 0.000 abstract description 13
- 230000000694 effects Effects 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 8
- 238000003466 welding Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Zxfoom , zxfoom , it comprises a first support template and a first support second supporting templates symmetrically arranged on the supporting templates, the two ends of the supporting bar are provided with auxiliary bars, the auxiliary bar at one end of the supporting bar is called a first auxiliary bar, the auxiliary bar at the other end is called a second auxiliary bar, the first auxiliary strip is provided with a plurality of alignment holes in a penetrating mode, the second auxiliary strip is provided with a plurality of alignment rods corresponding to the alignment holes, and the auxiliary strip is further provided with a connecting assembly. Zxfoom zxfoom related art is used in the transportation is not convenient, and the device is convenient to carry, and further affects the effect of the problem of the construction progress of the secant pile.
Description
Technical Field
The application relates to the field of foundation pit supporting engineering construction, in particular to a composite stratum occluding pile guide wall template.
Background
The engagement piles are reinforced concrete pile walls formed by mutually engaging adjacent piles among the row piles which are arranged in a plane. Snap piles are often used as deep foundation pit support structures for structures. The secant pile is widely popularized in deep foundation pit engineering of urban structures such as subways, under-road threading, high-rise buildings and the like, and is particularly suitable for complex bottom layers with bad conditions such as silt, sand flow, groundwater enrichment and the like.
In the construction process of the secant pile, the secant pile guide wall is required to be poured first, and the current pouring of the secant pile guide wall is required to be used for the secant pile guide wall template. Among the related art, the secant pile guide wall template, including first support template and with the second support template that first support template symmetry set up, first support template and second support template all including even arched support curb plate and set up in the support rectangular of support curb plate inboard, be provided with a plurality of bracing pieces between the support rectangular of first support template and the support rectangular of first support template.
In the related art, long steel bars are generally welded to the inner sides of the support side plates to form support bars. However, the long steel bars are long, and the transportation is inconvenient, thereby affecting the construction progress of the secant pile.
Disclosure of Invention
In order to solve the problems that long steel bars used for welding to form supporting strips in the related art are long, transportation is inconvenient, and construction progress of the occluding piles is affected, the application provides an occluding pile guide wall template for complex stratum.
The occlusion pile guide wall template for the complex stratum adopts the following technical scheme:
the utility model provides a secant pile guide wall template in complicated stratum, includes first supporting template and the second supporting template that sets up with first supporting template symmetry, first supporting template and second supporting template all include a plurality of supporting template units, supporting template unit including supporting curb plate unit and set up in the inboard support bar of supporting curb plate unit, the both ends of support bar are provided with the assistance strip, call the assistance strip of one end of support bar be first assistance strip, the other end assist strip be the second assistance strip, first assistance strip runs through and has seted up a plurality of counterpoint holes, the second assistance strip is provided with a plurality of counterpoints pole that correspond with a plurality of counterpoint holes, is provided with coupling assembling on assisting the strip.
Through adopting above-mentioned technical scheme, a secant pile guide wall template in complicated stratum includes first support template and with the second support template of first support template symmetry setting. The first supporting template and the second supporting template are formed by splicing a plurality of supporting template units, a plurality of alignment holes on a first auxiliary strip of each supporting template unit are matched with a plurality of alignment rods on a second auxiliary strip of each adjacent supporting template unit, the alignment rods are spliced with the alignment holes, and a plurality of adjacent supporting template units can be spliced into the occlusion pile guide wall template. The occluding pile guide wall template spliced by the supporting template units does not need to be welded on the inner side of the supporting side plate by long steel bars, so that a supporting strip is formed. Therefore, the problems that the long steel bars used for welding to form the supporting strip are long, the transportation is inconvenient, and the construction progress of the occluding pile is affected in the related art are solved.
Optionally, the connecting component includes a connecting hook disposed on the first auxiliary strip and a fixing ring disposed on the second auxiliary strip and matched with the connecting hook.
By adopting the technical scheme, the connecting hooks on the first auxiliary strip are matched with the fixing rings on the second auxiliary strips of the adjacent supporting template units, so that a plurality of adjacent supporting template units are connected more firmly.
Optionally, the connecting hook is rotatably connected with the first auxiliary strip.
Through adopting above-mentioned technical scheme, the coupling hook rotates with first auxiliary strip to be connected, when not using the interlock stake guide wall template, dismantle the back with a plurality of support template units, rotate the coupling hook to the position parallel with first auxiliary strip, be convenient for accomodate.
Optionally, the support bar is T shape billet, first support template the support bar with be provided with between the support bar of second support template support horizontal pole, support the both ends of horizontal pole all seted up with support bar complex slot.
Through adopting above-mentioned technical scheme, the support strip is T shape billet, and the support horizontal pole can peg graft with the support strip through the slot at both ends, and then fixes the support horizontal pole on the support strip, plays the supporting role between first support template and second support template.
Optionally, the support bar is connected with the support cross bar through a bolt, a plurality of first screw holes are formed in the support bar in a penetrating manner, and second screw holes corresponding to the first screw holes are formed in the two ends of the support cross bar in a penetrating manner.
Through adopting above-mentioned technical scheme, the bolt passes the second screw of the tip of support horizontal pole and the first screw of support bar for the support bar is more firm with the connection of support horizontal pole, and the holding power is stronger. Furthermore, the supporting cross rod is detachable, so that the convenience of assembling and disassembling the secant pile guide wall template is improved, and the convenience of transportation is further improved.
Optionally, a plurality of alignment bars are provided with fillets.
Through adopting above-mentioned technical scheme, a plurality of counterpoint poles are provided with the fillet for counterpoint pole is pegged graft with the counterpoint hole more easily, and then has improved the convenience of two adjacent support template unit concatenation.
Optionally, the supporting side plate unit is in a double arch shape
Through adopting above-mentioned technical scheme, the support curb plate unit is double arch, accords with A/B interlock stake construction needs, and when the support curb plate unit is double arch, the length of support template can not be too long, therefore the transportation is comparatively convenient, and then improves the construction progress of interlock stake.
Optionally, a support short rod is arranged between the support side plate unit and the support bar.
Through adopting above-mentioned technical scheme, be provided with the support short lever between support curb plate unit and the support strip, support short lever has strengthened the structural strength of support curb plate unit.
In summary, the present application includes the following beneficial technical effects:
1. according to the method, the problem that the long steel bars used for welding to form the supporting strip are long, inconvenient to transport and further affecting the construction progress of the occluding pile in the related technology is solved by arranging the supporting template units;
2. this application has improved the convenience of loading and unloading interlock stake guide wall template through setting up detachable support horizontal pole, has further improved the convenience of transportation.
Drawings
Fig. 1 is a schematic structural view of an embodiment of the present application.
Fig. 2 is a schematic structural view of the second support template of fig. 1.
Fig. 3 is a schematic structural view of a supporting formwork unit of the first supporting formwork and the second supporting formwork in fig. 1.
Fig. 4 is a schematic view of the structure of fig. 3 at another angle.
Fig. 5 is a schematic view of the support bar of fig. 3 bolted to the support rail, taken along the axis of the first screw hole.
Reference numerals illustrate:
1. a first support template; 2. a second support template; 3. supporting a template unit;
31. a support side plate unit;
32. a support bar; 321. a first screw hole;
33. an auxiliary strip;
331. a first auxiliary bar; 3311. an alignment hole;
332. a second auxiliary bar; 3321. an alignment rod;
34. a connection assembly; 341. a connecting hook; 342. a fixing ring;
35. a support rail; 351. a slot; 352. a second screw hole;
36. supporting the short bar.
Detailed Description
The present application is described in further detail below.
The embodiment of the application discloses secant pile guide wall template in complicated stratum, refer to fig. 1, including first support template 1 and with the second support template 2 that first support template 1 symmetry set up, first support template 1 and second support template 2 all include a plurality of support template units 3. The first supporting template 1 and the second supporting template 2 are formed by connecting a plurality of adjacent supporting template units 3.
Referring to fig. 1, the supporting template unit 3 includes a supporting side plate unit 31 and a supporting bar 32 fixedly installed inside the supporting side plate unit 31. The supporting side plate unit 31 is double-arched, meets the requirement of construction of the A/B secant pile, and when the supporting side plate unit 31 is double-arched, the length of the supporting template is not too long, so that the transportation is more convenient, and the construction progress of the secant pile is improved. A support short bar 36 is fixedly installed between the support side plate unit 31 and the support bar 32, and the support short bar 36 reinforces the structural strength of the support side plate unit 31.
Referring to fig. 5, the supporting bar 32 is a T-shaped steel bar, and a plurality of first screw holes 321 are formed through the supporting bar 32. A supporting cross rod 35 is arranged between the supporting bar 32 of the first supporting template 1 and the supporting bar 32 of the second supporting template 2, and two ends of the supporting cross rod 35 are provided with slots 351 matched with the supporting bar 32. Two ends of the supporting cross rod 35 are provided with second screw holes 352 corresponding to the first screw holes 321 in a penetrating manner. The supporting cross rod 35 can be inserted into the supporting bar 32 through the slots 351 at the two ends, so that the supporting cross rod 35 is fixed on the supporting bar 32, and a supporting effect is achieved between the first supporting template 1 and the second supporting template 2. The bolts pass through the second screw holes 352 at the end parts of the support cross bars 35 and the first screw holes 321 of the support bars 32, so that the support bars 32 are connected with the support cross bars 35 more firmly and the support force is stronger.
Referring to fig. 1, the support bar 32 is fixedly mounted at both ends thereof with a vertically disposed auxiliary bar 33. The auxiliary bar 33 at one end of the support bar 32 is called a first auxiliary bar 331, and the auxiliary bar 33 at the other end is called a second auxiliary bar 332. Referring to fig. 3 in combination with fig. 4, the first auxiliary bar 331 is provided with a plurality of alignment holes 3311 therethrough, and the second auxiliary bar 332 is fixedly provided with a plurality of alignment bars 3321 corresponding to the plurality of alignment holes 3311. A plurality of alignment bars 3321 are provided with rounded corners. The alignment rod 3321 is easier to be inserted into the alignment holes 3311, so that the convenience of splicing the adjacent support template units 3 is improved. In this embodiment, the number of the alignment holes 3311 and the alignment rods 3321 is three. The alignment holes 3311 on the first auxiliary strip 331 of the supporting template unit 3 are matched with the alignment rods 3321 on the second auxiliary strip 332 of the adjacent supporting template unit 3, the alignment rods 3321 are spliced with the alignment holes 3311, and the adjacent supporting template units 3 can be spliced into a snap pile guide wall template. The occluding pile guide wall template spliced by the supporting template units 3 does not need to be welded on the inner side of the supporting side plate by long steel bars so as to form a supporting strip. Therefore, the problems that the long steel bars used for welding to form the supporting strip are long, the transportation is inconvenient, and the construction progress of the occluding pile is affected in the related art are solved. Referring to fig. 2, a connection assembly 34 is also mounted on the auxiliary strip 33. The connection assembly 34 includes a connection hook 341 rotatably mounted on the first auxiliary bar 331 and a fixing ring 342 fixedly mounted on the second auxiliary bar 332 to be engaged with the connection hook 341. The connection hooks 341 on the first auxiliary strip 331 are matched with the fixing rings 342 on the second auxiliary strips 332 of the adjacent supporting template units 3, so that a plurality of adjacent supporting template units 3 are connected more firmly. When the occluding pile guide wall template is not used, after the supporting template units 3 are disassembled, the connecting hooks 341 are rotated to a position parallel to the first auxiliary strips 331, so that the supporting template units are convenient to store.
The implementation principle of the occluding pile guide wall template for the complex stratum is as follows: referring to fig. 2, when installing the secant pile guide wall formwork, the pair of adjacent supporting formwork units 3 are spliced into the secant pile guide wall formwork through the alignment holes 3311 and the alignment rods 3321, and the connecting hooks 341 on the first auxiliary strips 331 are matched with the fixing rings 342 on the second auxiliary strips 332 of the adjacent supporting formwork units 3, so that the pair of adjacent supporting formwork units 3 are connected more firmly. The supporting cross rod 35 is inserted into the supporting bar 32 through the slots 351 at the two ends, and the bolts penetrate through the second screw holes 352 at the ends of the supporting cross rod 35 and the first screw holes 321 of the supporting bar 32, so that the supporting bar 32 is connected with the supporting cross rod 35 more firmly, and the supporting force is stronger. The occluding pile guide wall template spliced by the supporting template units 3 does not need to be welded on the inner side of the supporting side plate by long steel bars so as to form a supporting strip. Therefore, the problems that the long steel bars used for welding to form the supporting strip are long, the transportation is inconvenient, and the construction progress of the occluding pile is affected in the related art are solved. When the occluding pile guide wall template is not used, after the supporting transverse plate and the supporting template units 3 are detached, the connecting hooks 341 are rotated to a position parallel to the first auxiliary strips 331, so that the storage is facilitated.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The utility model provides a secant pile guide wall template in complicated stratum, includes first support template (1) and second support template (2) that set up with first support template (1) symmetry, its characterized in that: the first supporting template (1) and the second supporting template (2) all include a plurality of supporting template units (3), supporting template units (3) including supporting curb plate unit (31) and set up in support bar (32) of supporting curb plate unit (31) inboard, the both ends of support bar (32) are provided with assist strip (33), call auxiliary strip (33) of one end of support bar (32) are first assist strip (331), and auxiliary strip (33) of the other end are second assist strip (332), a plurality of counterpoint holes (1) have been seted up in first assist strip (331) run through, second assist strip (331332) are provided with a plurality of counterpoint poles (3321) that correspond with a plurality of counterpoint holes (3311), still be provided with coupling assembling (34) on auxiliary strip (33).
2. The composite formation bite pile guide wall form according to claim 1, wherein: the connecting assembly (34) comprises a connecting hook (341) arranged on the first auxiliary strip (331) and a fixing ring (342) arranged on the second auxiliary strip (332) and matched with the connecting hook (341).
3. A composite formation bite pile guide wall form according to claim 2, wherein: the connecting hook (341) is rotatably connected with the first auxiliary strip (331).
4. The composite formation bite pile guide wall form according to claim 1, wherein: the support bars (32) are T-shaped steel bars, support cross bars (35) are arranged between the support bars (32) of the first support template (1) and the support bars (32) of the second support template (2), and slots (351) matched with the support bars (32) are formed in two ends of each support cross bar (35).
5. The composite formation bite pile guide wall form according to claim 4, wherein: the support bar (32) is connected with the support cross bar (35) through bolts, a plurality of first screw holes (321) are formed in the support bar (32) in a penetrating mode, and second screw holes (352) corresponding to the first screw holes (321) are formed in the two ends of the support cross bar (35) in a penetrating mode.
6. The composite formation bite pile guide wall form according to claim 1, wherein: and a plurality of alignment rods (3321) are provided with round corners.
7. The composite formation bite pile guide wall form according to claim 1, wherein: the supporting side plate unit (31) is in a double arch shape.
8. The composite formation bite pile guide wall form according to claim 1, wherein: a support short rod (36) is arranged between the support side plate unit (31) and the support bar (32).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321134779.7U CN220301317U (en) | 2023-05-11 | 2023-05-11 | Zxfoom zxfoom zxfoom zxfoom occlusion device pile guide wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321134779.7U CN220301317U (en) | 2023-05-11 | 2023-05-11 | Zxfoom zxfoom zxfoom zxfoom occlusion device pile guide wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220301317U true CN220301317U (en) | 2024-01-05 |
Family
ID=89351427
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321134779.7U Active CN220301317U (en) | 2023-05-11 | 2023-05-11 | Zxfoom zxfoom zxfoom zxfoom occlusion device pile guide wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220301317U (en) |
-
2023
- 2023-05-11 CN CN202321134779.7U patent/CN220301317U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111335321B (en) | Deep foundation pit structure above subway tunnel and construction method thereof | |
| CN114457668A (en) | Large-span spatial special-shaped arch rib flying-swallow type basket steel box arch bridge and rapid construction method | |
| CN208472973U (en) | A kind of detachable reinforcing steel truss plate end support node structure | |
| CN220301317U (en) | Zxfoom zxfoom zxfoom zxfoom occlusion device pile guide wall template | |
| CN113404268A (en) | Basement exterior wall scaffold system and construction method thereof | |
| CN213204915U (en) | Overweight overhanging suspended component supporting system of super high-rise residential conversion layer | |
| CN217420484U (en) | Detachable formwork system for cast-in-place one-way plate | |
| CN208533724U (en) | A kind of detachable reinforcing steel truss edges of boards support node structure | |
| CN212772308U (en) | Device for preventing upright pile from clamping lattice column by guide pipe in pouring process | |
| CN217151462U (en) | Precast shear wall structure is connected to steel pipe concrete row column formula | |
| CN214116312U (en) | Socket type longitudinal connecting device suitable for bridge is assembled to festival segmentation cantilever | |
| CN213062094U (en) | Ground storehouse roof reservation entrance to a cave retaining wall convenient to demolish | |
| CN212316935U (en) | Disassembly-free support rod piece and foundation pit supporting system | |
| CN211571598U (en) | Novel high-pile wharf panel | |
| CN210658451U (en) | Open cut method composite assembly formula underground structure | |
| CN114439202A (en) | Thin-wall ultrahigh wall body double-side template operation platform and adjustable fixing system | |
| CN209585299U (en) | Steel column and concrete beam connecting joint in reverse construction method | |
| CN112627191A (en) | Foundation pit support modular rapid construction template device and method | |
| CN216277052U (en) | Construction device for additionally arranging supporting point column under splicing top supporting beam and beam | |
| CN112627187B (en) | Vertical support assembly and construction method of foundation pit vertical support | |
| CN219450747U (en) | Transitional retaining wall of cofferdam supporting system for constructing underwater passage | |
| CN218322738U (en) | Frock hoist is transferred to steel reinforcement cage | |
| CN108625484A (en) | A kind of detachable reinforcing steel truss edges of boards support node structure | |
| CN220377313U (en) | Secant pile guide wall template structure | |
| CN217924416U (en) | Nondestructive combination device for I-shaped steel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |