CN207934055U - A kind of prefabricated cushion cap template and prefabricated cushion cap loose tool - Google Patents
A kind of prefabricated cushion cap template and prefabricated cushion cap loose tool Download PDFInfo
- Publication number
- CN207934055U CN207934055U CN201820051804.8U CN201820051804U CN207934055U CN 207934055 U CN207934055 U CN 207934055U CN 201820051804 U CN201820051804 U CN 201820051804U CN 207934055 U CN207934055 U CN 207934055U
- Authority
- CN
- China
- Prior art keywords
- cushion cap
- convex platform
- prefabricated cushion
- plate body
- loose tool
- 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.)
- Expired - Fee Related
Links
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 239000010935 stainless steel Substances 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 8
- 239000011083 cement mortar Substances 0.000 claims description 7
- 239000010410 layer Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000002356 single layer Substances 0.000 claims description 3
- 230000000712 assembly Effects 0.000 claims description 2
- 238000000429 assembly Methods 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 13
- 238000005516 engineering process Methods 0.000 abstract description 3
- 239000002131 composite material Substances 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 abstract description 2
- 238000003754 machining Methods 0.000 abstract description 2
- 230000001681 protective effect Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of prefabricated cushion cap templates.It includes a plate body;The plate body uses reinforced concrete structure;One vertical edge side of the plate body extends outward a lower convex platform along plate body length direction;Another vertical edge side of the plate body extends outward a convex platform along plate body length direction;The pvc pipe of the upper and lower end face of at least one perforation lower convex platform is embedded in the lower convex platform;The pvc pipe of the upper and lower end face of at least one perforation convex platform is embedded in the convex platform.Also disclose a kind of prefabricated cushion cap loose tool.The prefabricated cushion cap formwork structure of the utility model is simple, can scene or factory's batch machining, the direct composite assembly in construction site is at prefabricated cushion cap loose tool, technology requires relatively low, it is ensured that the reliable in quality of loose tool, and reduce construction worker, accelerate construction speed, it is economic and practical, it is environmentally protective, there is good application value.
Description
Technical field
The utility model belongs to technical field of building construction, and in particular to a kind of prefabricated cushion cap template and prefabricated cushion cap tire
Mould.
Background technology
Currently, carry out building pile framing work progress in, when the quantity of cushion cap is more, the construction efficiency of pile framing and
Quality becomes a key factor for influencing the basement construction period.Traditional cushion cap loose tool uses concrete block masonry construction method,
The construction method need to largely have experience operation team, and after the completion of laying bricks, it is also necessary to carry out plastering process, tedious process is applied
The work period is long, is not only easy to be caused pit water accumulation, soil soft by the various bad weathers such as heavy rain and influence loose tool and built by laying bricks or stones to apply
Work, and the common quality defects such as cushion cap loose tool cracking, avalanche happen occasionally, and then influence the normal construction of engineering.
Utility model content
First of the utility model is designed to provide a kind of prefabricated cushion cap template, can effectively solve the prior art not
Foot place.
Second of the utility model is designed to provide a kind of prefabricated cushion cap tire using above-mentioned prefabricated cushion cap template
Mould.
To reach first purpose, the utility model adopts the following technical solution:
A kind of prefabricated cushion cap template, including a plate body;The plate body uses reinforced concrete structure;The one of the plate body is perpendicular
Avris extends outward a lower convex platform along plate body length direction;Another vertical edge side of the plate body is along plate body length direction to extension
Stretch out a convex platform;The pvc pipe of the upper and lower end face of at least one perforation lower convex platform is embedded in the lower convex platform;The convex platform
Inside it is embedded with the pvc pipe of the upper and lower end face of at least one perforation convex platform.
Further, the height of the lower convex platform is the half of plate body height, and length is equal to plate body thickness;The convex platform
Height be plate body height half, length be equal to plate body thickness.
Further, the thickness of the plate body is 60mm-120mm, and interior arrangement single layer or double layer bar, the reinforcing bar are adopted
Use up circle or spiral, a diameter of 6mm-14mm, steel bar arrangement spacing 80mm-150mm, cover to reinforcement 20mm -40mm;
The strength grade of the plate body uses C20-C35.
To reach second purpose, the utility model adopts the following technical solution:
A kind of prefabricated cushion cap loose tool is enclosed by four pieces of gusset plates by head and the tail overlap joint;Every piece of gusset plate is by least one
A kind of prefabricated cushion cap template head and the tail overlap block as described above;Four angles position of the prefabricated cushion cap loose tool passes through adjacent two
Convex platform and lower convex platform between the prefabricated cushion cap template of block match to form tongue-and-groove structure, and the convex platform has at least one PVC
The central axes of pipe are overlapped with lower convex platform pvc pipe central axes;And have an at least reinforcing bar, central axes coincidence is worn successively
It is inserted into underground after two PVC pipes, and is poured in two pvc pipes of central axes coincidence and is inoculated with cement paste or cement mortar;With it is right
Each angle position of the prefabricated cushion cap loose tool is answered to be equipped at least two jiaos of position fastening assemblies, each angle position fastening assembly is mounted on phase
Between adjacent two pieces of prefabricated cushion cap templates.
Further, each angle position fastening assembly is mainly by a right angle stainless steel strip and two built-in expanding screws of stainless steel
Bolt forms, and the right angle stainless steel strip is fitted at the angle position of the prefabricated cushion cap loose tool, and both ends are stainless by one respectively
The built-in expansion bolt of steel is fixed on the lateral surface of prefabricated cushion cap template.
Further, every piece of prefabricated cushion cap template is equipped with the preformed hole for installing the built-in expansion bolt of stainless steel, described
Preformed hole is 50mm-100mm at a distance from the up or down edge of the prefabricated cushion cap template;The preformed hole prefabricated is held with described
The convex platform of platform template or the distance of lower convex platform outer ledge are 100mm-180mm.
Further, every piece of gusset plate is by a kind of at least two pieces prefabricated cushion cap templates as described above, adjacent two prefabricated cushion cap
It matches to form tongue-and-groove structure by convex platform and lower convex platform between template, and the convex platform has the axis of at least one pvc pipe
Line is overlapped with a pvc pipe central axes of lower convex platform;And have an at least reinforcing bar, two PVC of central axes coincidence are worn successively
It is inserted into underground after pipe, and is poured in two pvc pipes of central axes coincidence and is inoculated with cement paste or cement mortar.
Further, the depth that the reinforcing bar is inserted into underground is 200mm-400mm.
Further, the utility model further includes at least two temporarily to top bracket.
Prefabricated cushion cap formwork structure described in the utility model is simple, can scene or factory's batch machining, construction site it is straight
Composite assembly is connect into prefabricated cushion cap loose tool, technology requires relatively low, it is ensured that the reliable in quality of loose tool, and reduce construction operation people
Member, accelerates construction speed, economic and practical, environmentally protective, has good application value.
Description of the drawings
Fig. 1 is the structural schematic diagram of prefabricated cushion cap template described in the utility model.
Fig. 2 is the A-A schematic cross-sectional views of Fig. 1.
Fig. 3 is the overlooking structure diagram of prefabricated cushion cap loose tool described in the utility model.
Fig. 4 is the dimensional structure diagram of the angle position of prefabricated cushion cap loose tool described in the utility model.
Fig. 5 is the present invention looks up structural representation of the angle position of prefabricated cushion cap loose tool described in the utility model.
Fig. 6 be prefabricated cushion cap loose tool described in the utility model gusset plate by two pieces of prefabricated cushion cap template groups at structure show
It is intended to.
In figure:
1-prefabricated cushion cap template;11-plate bodys;111-lower convex platforms;112-convex platforms;113-preformed holes;2—PVC
Pipe;3-reinforcing bars;41-right angle stainless steel strips;The built-in expansion bolt of 42-stainless steels;5-temporarily to top bracket;6-water
Cement paste or cement mortar.
The utility model is described in further detail in conjunction with drawings and examples.
Specific implementation mode
As shown in Figure 1, a kind of prefabricated cushion cap template 1 described in the utility model, includes mainly a plate body 11, plate body 11
A vertical edge side extend outward a lower convex platform 111 along plate body length direction;Another vertical edge side of plate body 11 is along plate body length
Direction extends outward a convex platform 112.The pvc pipe of the upper and lower end face of a perforation lower convex platform is embedded in lower convex platform 111
2.The pvc pipe 2 of the upper and lower end face of a perforation convex platform is embedded in convex platform 112.In addition, the both sides of plate body be additionally provided with it is reserved
Hole 113.
The plate body 11 uses reinforced concrete structure.The thickness of plate body be 60mm-120mm, in can arrange single layer
Or double layer bar, the reinforcing bar is using light circle or spiral, a diameter of 6mm-14mm, steel bar arrangement spacing 80mm-
150mm, cover to reinforcement 20mm-40mm;The strength grade of the plate body uses C20-C35.
The height of the lower convex platform 111 is the half of 11 height of plate body, and length is equal to plate body thickness.Described is convex
The height of platform 112 is the half of plate body height, and length is equal to plate body thickness.
The preformed hole is 50mm-100mm at a distance from the up or down edge of prefabricated cushion cap template;The preformed hole
It is 100mm-180mm at a distance from the convex platform or lower convex platform outer ledge of the prefabricated cushion cap template.
As shown in Figures 2 to 5, a kind of prefabricated cushion cap loose tool described in the utility model, is mainly made of four pieces of gusset plates,
Every piece of gusset plate is using prefabricated cushion cap template 1 as described above.This four pieces prefabricated cushion cap templates 1 enclose frame by head and the tail overlap joint
The prefabricated cushion cap loose tool of frame structure.Four angles position of prefabricated cushion cap loose tool is by upper between adjacent two pieces prefabricated cushion cap templates 1
Boss 112 and the matching of lower convex platform 111 form tongue-and-groove structure, and the pvc pipe 2 of the central axes of the pvc pipe 2 of convex platform and lower convex platform
Central axes overlap.There is a reinforcing bar 3, is inserted into underground after wearing two pvc pipes 2 of central axes coincidence successively, reinforcing bar is inserted into ground
Under depth be 200mm-400mm;And it is poured in two pvc pipes of central axes coincidence and is inoculated with cement paste or cement mortar 6.
In addition, each angle position of prefabricated cushion cap loose tool is additionally provided with two angles position fastening assembly, each angle position fastening assembly is mounted on adjacent
Between two pieces of prefabricated cushion cap templates 1.Each angle position fastening assembly is mainly by a right angle stainless steel strip 41 and two stainless steels
The composition of formula expansion bolt 42 is set, right angle stainless steel strip 41 is fitted at the angle position of prefabricated cushion cap loose tool, and both ends pass through one respectively
The built-in expansion bolt of a stainless steel in the preformed hole 113 42 is fixed on the lateral surface of prefabricated cushion cap template.
The construction method of the utility model is as follows:
1, the prefabricated cushion cap template for taking lower convex platform is first made by cushion cap loose tool dimensioned.
2, loose tool construction survey unwrapping wire is carried out, prefabricated board installation site is determined and mark, a depth is excavated in loose tool position
The groove of 50mm-100mm places prefabricated cushion cap template, adjusts prefabricated cushion cap mold plate verticality and is fixed temporarily.
3, after all prefabricated cushion cap template is adjusted in place, it is inserted into reinforcing bar in the pre-buried pvc pipe in tongue and groove junction and squeezes into ground
Under, loose tool angle position established angle position fastening assembly.
4, cement paste or mortar are poured at the top of the pvc pipe of each prefabricated cushion cap template, it is final to realize that prefabricated board head and the tail connect
The place of connecing and the reliable of corner rigidly fix.
5, common steel pipe, jacking, wooden a tree, used in making timber for boats etc. can be used on the outside of loose tool before backfill when necessary temporarily to carry out top bracket 6
Loose tool overall stability simply is increased to top support temporarily, temporary support inside loose tool is removed after backfill to be done.
As shown in fig. 6, when the size of cushion cap is larger, two pieces or more pre- can be used in the gusset plate of prefabricated cushion cap loose tool
Cushion cap template assembly processed matches to form tongue-and-groove structure by convex platform and lower convex platform between adjacent two prefabricated cushion cap template, and on
Boss can there are two the central axes of pvc pipe to be overlapped with two pvc pipe central axes of lower convex platform;And have two reinforcing bars, it wears successively
It is inserted into underground after two pvc pipes that central axes overlap, and is equally poured in two pvc pipes of central axes coincidence and is inoculated with cement paste
Or cement mortar.
Claims (9)
1. a kind of prefabricated cushion cap template, including a plate body, which is characterized in that the plate body uses reinforced concrete structure;It is described
One vertical edge side of plate body extends outward a lower convex platform along plate body length direction;Another vertical edge side of the plate body is along plate body length
Direction extends outward a convex platform;The pvc pipe of the upper and lower end face of at least one perforation lower convex platform is embedded in the lower convex platform;
The pvc pipe of the upper and lower end face of at least one perforation convex platform is embedded in the convex platform.
2. a kind of prefabricated cushion cap template according to claim 1, which is characterized in that the height of the lower convex platform is that plate body is high
The half of degree, length are equal to plate body thickness;The height of the convex platform is the half of plate body height, and it is thick that length is equal to plate body
Degree.
3. a kind of prefabricated cushion cap template according to claim 1 or 2, which is characterized in that the thickness of the plate body is 60mm-
120mm, interior arrangement single layer or double layer bar, the reinforcing bar is using light circle or spiral, a diameter of 6mm-14mm, reinforcing bar
Arrange spacing 80mm-150mm, cover to reinforcement 20mm-40mm;The strength grade of the plate body uses C20-C35.
4. a kind of prefabricated cushion cap loose tool is enclosed by four pieces of gusset plates by head and the tail overlap joint, which is characterized in that every piece of gusset plate
It is overlapped by a kind of at least one piece prefabricated cushion cap template head and the tail as described in claims 1 to 3 is any;
Four angles position of the prefabricated cushion cap loose tool passes through the convex platform and lower convex platform between adjacent two pieces prefabricated cushion cap templates
With forming tongue-and-groove structure, and the convex platform has the central axes of at least one pvc pipe and the pvc pipe central axes weight of lower convex platform
It closes;And
There is an at least reinforcing bar, underground, and the two of central axes coincidence are inserted into after wearing two pvc pipes of central axes coincidence successively
It is poured in a pvc pipe and is inoculated with cement paste or cement mortar;With
Each angle position of the corresponding prefabricated cushion cap loose tool is equipped at least two jiaos of position fastening assemblies, each angle position fastening assembly peace
Between adjacent two pieces prefabricated cushion cap templates.
5. a kind of prefabricated cushion cap loose tool according to claim 4, which is characterized in that each angle position fastening assembly is mainly by one
A right angle stainless steel strip and two stainless steels built-in expansion bolt composition, the right angle stainless steel strip are fitted in described prefabricated hold
At the angle position of back tyre mould, both ends are fixed on the outside of prefabricated cushion cap template by a built-in expansion bolt of stainless steel respectively
Face.
6. a kind of prefabricated cushion cap loose tool according to claim 5, which is characterized in that every piece of prefabricated cushion cap template, which is equipped with, to be supplied
The preformed hole of the built-in expansion bolt of stainless steel is installed, the up or down edge of the preformed hole and the prefabricated cushion cap template away from
From for 50mm-100mm;It is at a distance from the preformed hole and the convex platform or lower convex platform outer ledge of the prefabricated cushion cap template
100mm-180mm。
7. a kind of prefabricated cushion cap loose tool according to claim 4, which is characterized in that every piece of gusset plate is by least two pieces as weighed
Profit requires a kind of 1 to 3 any prefabricated cushion cap template, passes through convex platform and lower convex platform between adjacent two prefabricated cushion cap template
Matching forms tongue-and-groove structure, and the convex platform has the central axes of at least one pvc pipe and a pvc pipe central axes of lower convex platform
It overlaps;And have an at least reinforcing bar, it is inserted into underground after wearing two pvc pipes of central axes coincidence successively, and the central axes overlap
Two pvc pipes in pour and be inoculated with cement paste or cement mortar.
8. a kind of prefabricated cushion cap loose tool according to claim 4 or 7, which is characterized in that the reinforcing bar is inserted into the depth of underground
Degree is 200mm-400mm.
9. a kind of prefabricated cushion cap loose tool according to claim 4, which is characterized in that further include at least two temporarily to topmast
Support member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820051804.8U CN207934055U (en) | 2018-01-11 | 2018-01-11 | A kind of prefabricated cushion cap template and prefabricated cushion cap loose tool |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820051804.8U CN207934055U (en) | 2018-01-11 | 2018-01-11 | A kind of prefabricated cushion cap template and prefabricated cushion cap loose tool |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207934055U true CN207934055U (en) | 2018-10-02 |
Family
ID=63648640
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820051804.8U Expired - Fee Related CN207934055U (en) | 2018-01-11 | 2018-01-11 | A kind of prefabricated cushion cap template and prefabricated cushion cap loose tool |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207934055U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111980050A (en) * | 2020-07-17 | 2020-11-24 | 福建建工集团有限责任公司 | Small foundation bearing platform formwork and construction method thereof |
CN114991015A (en) * | 2022-06-08 | 2022-09-02 | 北京住总集团有限责任公司 | Viaduct bearing platform construction method and bearing platform template used by same |
-
2018
- 2018-01-11 CN CN201820051804.8U patent/CN207934055U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111980050A (en) * | 2020-07-17 | 2020-11-24 | 福建建工集团有限责任公司 | Small foundation bearing platform formwork and construction method thereof |
CN114991015A (en) * | 2022-06-08 | 2022-09-02 | 北京住总集团有限责任公司 | Viaduct bearing platform construction method and bearing platform template used by same |
CN114991015B (en) * | 2022-06-08 | 2024-05-28 | 北京住总集团有限责任公司 | Viaduct bearing platform construction method and bearing platform template used by same |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101864959B (en) | Method for tunneling construction of main structure of underground station | |
CN103266767B (en) | Construction method for preventing and treating cracks between concrete structure and filler wall | |
CN101914925B (en) | Basement by using optimized composite prefabricated arch wall as external wall | |
CN102758451B (en) | Concrete cable channel construction process | |
CN109736353A (en) | Construction method of composite single-side formwork deep foundation pit basement outer wall | |
CN101418569B (en) | Optimization complex arch wall combining prefabricated arch leaf, support and major structure | |
CN109026064A (en) | A kind of construction method that large span multiple-arch tunnel is hazy | |
CN103089014A (en) | Construction method of through floor pipe | |
CN105804292A (en) | Environment-friendly and energy-saving integrated cast-in-situ lightweight concrete wall and construction method thereof | |
CN108798059A (en) | A kind of old masonry seismic reinforcing structure and construction method | |
CN1307348C (en) | Construction method for underground structure through half reverse course of action of inverting connection | |
CN203383508U (en) | One-sided formwork body structure backing onto brick concrete retaining wall | |
CN105369826A (en) | Basement bearing platform side mold construction method | |
CN207934055U (en) | A kind of prefabricated cushion cap template and prefabricated cushion cap loose tool | |
CN106609508A (en) | Construction technology and construction method for large-particle-size pebble stratum super-deep foundation pit in strong water permeation environment of Yellow River flood plain | |
CN106894538A (en) | Filling wall and agent structure concrete integral shaping method | |
CN106968692B (en) | Tunnel excavation supporting structure and construction method thereof | |
CN211257093U (en) | Underground cast-in-place structure outer wall post-cast strip template pre-supporting device | |
CN106193120A (en) | Basement is encorbelmented, and base plate is inverse makees structure and construction method | |
CN101892764B (en) | Method for building enclosing wall | |
CN207228173U (en) | A kind of underground project waterproof structure | |
CN203096762U (en) | Anti-frost ground beam | |
CN206158753U (en) | Shield constructs well end bassoon canopy system of consolidating based on major structure | |
CN207727603U (en) | Big cushion cap deep basal pit formwork supporting system | |
CN110820756A (en) | Shield well and vertical shaft deep foundation pit excavation safety construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 510075 Guangzhou, Guangdong Province, Yuexiu District ring city, one of the East Road 476, 10-17 building Patentee after: Guangzhou Pearl River Construction Development Co.,Ltd. Address before: 510075 Guangzhou, Guangdong Province, Yuexiu District ring city, one of the East Road 476, 10-17 building Patentee before: GUANGZHOU RESIDENTIAL CONSTRUCTION DEVELOPMENT Co.,Ltd. |
|
CP01 | Change in the name or title of a patent holder | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181002 |
|
CF01 | Termination of patent right due to non-payment of annual fee |