CN214143782U - Combined pile foundation bearing platform mould - Google Patents

Combined pile foundation bearing platform mould Download PDF

Info

Publication number
CN214143782U
CN214143782U CN202023089892.7U CN202023089892U CN214143782U CN 214143782 U CN214143782 U CN 214143782U CN 202023089892 U CN202023089892 U CN 202023089892U CN 214143782 U CN214143782 U CN 214143782U
Authority
CN
China
Prior art keywords
cushion cap
bearing platform
fixedly connected
template
pile foundation
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
Application number
CN202023089892.7U
Other languages
Chinese (zh)
Inventor
冯斌林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Tengdu Construction Of Foundation Co ltd
Original Assignee
Guangdong Tengdu Construction Of Foundation Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangdong Tengdu Construction Of Foundation Co ltd filed Critical Guangdong Tengdu Construction Of Foundation Co ltd
Priority to CN202023089892.7U priority Critical patent/CN214143782U/en
Application granted granted Critical
Publication of CN214143782U publication Critical patent/CN214143782U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model provides a modular pile foundation cushion cap mould, including a plurality of cushion cap templates, the outer wall surface of cushion cap template is seted up flutedly, and a plurality of reinforcing plates of the inside fixedly connected with of recess pass through connecting plate fixed connection between a plurality of reinforcing plates, and the both sides of cushion cap template all run through and have seted up first screw hole, are in the same place through fixed establishment fixed connection between a plurality of cushion cap templates. The utility model provides a modular pile foundation cushion cap mould, the combination groove that is equipped with through the combination strip that is equipped with in cushion cap mould one end and the other end for can be quick when installation cushion cap mould make up between the adjacent cushion cap mould, and the volume ratio of cushion cap mould is traditional will be little, be convenient for take and dismantle, great shortening the time that the cushion cap mould was built, the fixed establishment who is equipped with, can fix the cushion cap membrane of accomplishing of combination together, prevent to take place certain skew or dislocation between the cushion cap mould.

Description

Combined pile foundation bearing platform mould
Technical Field
The utility model relates to a pile foundation cushion cap mould technical field specifically is a modular pile foundation cushion cap mould.
Background
The bearing platform template is required to be used when various buildings are built, the bearing platform template is required to be used for clamping and shaping when the bearing platform is manufactured, the pouring of concrete is ensured to achieve the expected effect, the accuracy and the standard of the shape, the size and the mutual position of an engineering structure and a member are required to be ensured, the bearing platform can bear load and lateral pressure, and the bearing platform has the performances of enough strength, rigidity and stability, convenience in assembly and disassembly, convenience in actual operation and installation, smooth, bright and clean surface, tidiness, tight splicing seams, no slurry leakage and the like. Therefore, the bearing platform formwork project becomes an important project with large quantity and frequent turnover in the structure construction, and the technical requirements and the safety condition of the project also become the key points and difficulties of the construction technology and the safety supervision. However, the existing cushion cap template has the following defects:
(1) the existing common template modes of building foundation bearing platforms are wood templates and brick masonry templates, the brick templates are used for one-time investment, but manual brick laying and mortar plastering are needed for building, so that the labor intensity of workers is high, the efficiency is low, the time is long, and the project progress is influenced to a certain extent; the wooden template is made of turnover materials, but the bent support is complex and troublesome, the labor consumption is high, the template is not easy to remove and basically scrapped, the relative cost is high, and the existing template is generally large in size and inconvenient to hoist;
(2) traditional cushion cap template when the equipment, need guarantee the level and smooth of inside surface, the adjustment position that needs relapse when workman's installation like this, still need use the double faced adhesive tape to joint a crack between two adjacent connecting pieces for preventing to leak thick liquid moreover, because do not have the structure that the stationary phase is connected between the adjacent cushion cap mould, need use bracing piece etc. to fix the cushion cap mould after the installation is accomplished, consume more time and support effect not ideal.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a modular pile foundation cushion cap mould to solve the traditional cushion cap mould that the above-mentioned background art provided and be not convenient for aggregate erection, traditional cushion cap template still need use the double faced adhesive tape to joint a crack between two adjacent connecting pieces for preventing to leak thick liquid when the equipment, because do not have the structure that the stationary phase is connected between the adjacent cushion cap mould, need use bracing piece etc. to carry out the problem of fixing to the cushion cap mould after the installation is accomplished.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a modular pile foundation cushion cap mould, includes a plurality of cushion cap templates, the outer wall surface of cushion cap template is seted up flutedly, a plurality of reinforcing plates of the inside fixedly connected with of recess, it is a plurality of through connecting plate fixed connection between the reinforcing plate, first screw hole has all been run through to the both sides of cushion cap template, and is a plurality of through fixed establishment fixed connection together between the cushion cap template.
In order to make it fixed with adjacent cushion cap template, as the utility model relates to an optimal scheme: the fixing mechanism comprises an L-shaped fixing plate fixedly connected with one side of each of two adjacent bearing platform templates, a second threaded hole is formed in the surface of the L-shaped fixing plate, the forming position of the second threaded hole corresponds to the forming position of the first threaded hole, and the first threaded hole is fixedly connected with the second threaded hole through a second screw.
In order to make the cushion cap template be convenient for make up, as the utility model relates to an optimal scheme: the top end of the bearing platform template is fixedly connected with a combined strip, and the bottom end of the bearing platform template is provided with a combined groove.
In order to make upper and lower cushion cap template fixed connection, as the utility model relates to an optimal scheme: the top of the bearing platform template is fixedly connected with a first connecting block, the bottom of the bearing platform template is fixedly connected with a second connecting block, third threaded holes are formed in the surfaces of the first connecting block and the second connecting block in a penetrating mode, and first screws are connected to the inner threads of the third threaded holes formed in the surface of the second connecting block in a threaded mode.
In order to make and to prevent to have the crack after the butt joint of cushion cap template, conduct the utility model relates to an optimal scheme: and a rubber plate is fixedly connected to the surface of one side of the L-shaped fixing plate, which is connected with the bearing platform template.
Compared with the prior art, the beneficial effects of the utility model are that:
(1) the combined strip arranged at one end of the bearing platform die and the combined groove arranged at the other end of the bearing platform die enable adjacent bearing platform dies to be rapidly combined when the bearing platform die is installed, the volume of the bearing platform die is smaller than that of the traditional bearing platform die, the bearing platform die is convenient to take and disassemble, the building time of the bearing platform die is greatly shortened, and the labor force of personnel is reduced;
(2) through the fixed establishment who is equipped with, can fix the cushion cap membrane that the combination was accomplished together, prevent to take place certain skew or dislocation between the cushion cap mould, prevent that the later stage from pouring the process and accomplishing the unqualified condition of appearance, when pouring the completion back, through demolising the fixed establishment between the adjacent cushion cap mould, can demolish convenient and fast with the cushion cap mould.
Drawings
Fig. 1 is a schematic view of the structure of the present invention;
FIG. 2 is a schematic view of the disassembled structure of the present invention;
FIG. 3 is a schematic bottom structure of the present invention;
fig. 4 is a schematic structural diagram of the fixing mechanism of the present invention.
In the figure: 1. a cushion cap template; 101. combining the strips; 102. a combination tank; 103. a first connection block; 104. a second connecting block; 105. a third threaded hole; 106. a first screw; 2. a reinforcing plate; 3. a connecting plate; 4. a first threaded hole; 5. a fixing mechanism; 51. an L-shaped fixing plate; 52. a second threaded hole; 53. a second screw; 6. a rubber plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a modular pile foundation cushion cap mould, includes a plurality of cushion cap templates 1, and the outer wall surface of cushion cap template 1 is seted up flutedly, and a plurality of reinforcing plates 2 of the inside fixedly connected with of recess pass through 3 fixed connection of connecting plate between a plurality of reinforcing plates 2, and first screw hole 4 has all been run through to the both sides of cushion cap template 1, is in the same place through 5 fixed connection of fixed establishment between a plurality of cushion cap templates 1.
In this embodiment: the fixing mechanism 5 comprises an L-shaped fixing plate 51 fixedly connected with one side of each two adjacent bearing platform templates 1, a second threaded hole 52 is formed in the surface of the L-shaped fixing plate 51, the forming position of the second threaded hole 52 corresponds to the forming position of the first threaded hole 4, and the first threaded hole 4 is fixedly connected with the second threaded hole 52 through a second screw 53.
When in specific use: when the combination of cushion cap template 1 is completed, L-shaped fixing plate 51 is placed at the corner of the outer wall of adjacent cushion cap template 1, second threaded hole 52 formed in the surface of L-shaped fixing plate 51 corresponds to first threaded hole 4 on one side of adjacent cushion cap template 1, and L-shaped fixing plate 51 and adjacent cushion cap template 1 are fixedly connected together through second screw 53, so that the fixation between the adjacent cushion cap templates 1 is achieved, and the offset is prevented from occurring in the continuous combination process.
In this embodiment: the top end of the bearing platform formwork 1 is fixedly connected with a combined strip 101, and the bottom end of the bearing platform formwork 1 is provided with a combined groove 102.
When in specific use: the combination groove 102 at the bottom end of one bearing platform template 1 is clamped with the combination strip 101 at the top end of the other bearing platform template 1, so that the mutual combination of the bearing platform templates 1 can be realized,
in this embodiment: the top fixedly connected with first connecting block 103 of cushion cap template 1, the bottom fixedly connected with second connecting block 104 of cushion cap template 1, first connecting block 103 all runs through with the surface of second connecting block 104 and has seted up third screw hole 105, and the third screw hole 105 internal thread who sets up on the surface of second connecting block 104 is connected with first screw 106.
When in specific use: when the mutual combination of the bearing platform formworks 1 is completed, the first connecting block 103 fixedly connected with the top of one of the bearing platform formworks 1 corresponds to the second connecting block 104 fixedly connected with the bottom of the other bearing platform formwork 1, at the moment, the surfaces of the first connecting block 103 and the second connecting block 104 are both provided with third threaded holes 105 in a penetrating way, the first connecting block 103 fixedly connected with the top of one of the bearing platform formworks 1 and the second connecting block 104 fixedly connected with the bottom of the other bearing platform formwork 1 are fixedly connected through the first screws 106 arranged in the third threaded holes 105 arranged on the surface of the second connecting block 104, so that the two bearing platform formworks 1 which are connected up and down can be fixedly connected, and the dislocation is prevented during pouring.
In this embodiment: the rubber plate 6 is fixedly connected to the surface of the L-shaped fixing plate 51 connected with the bearing platform template 1.
When in specific use: the rubber plate 6 is fixedly connected to the surface of one side, connected with the bearing platform formwork 1, of the L-shaped fixing plate 51, and when the L-shaped fixing plate 51 is fixed with the bearing platform formwork 1, a gap existing between the connection is sealed, so that leakage is prevented during pouring.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and equivalents may be made without departing from the spirit and scope of the invention.

Claims (5)

1. The utility model provides a modular pile foundation cushion cap mould, includes a plurality of cushion cap templates (1), its characterized in that: the outer wall surface of the bearing platform template (1) is provided with a groove, the inside of the groove is fixedly connected with a plurality of reinforcing plates (2) and a plurality of reinforcing plates (2) which are fixedly connected through a connecting plate (3), the two sides of the bearing platform template (1) are both penetrated and provided with first threaded holes (4), and the bearing platform templates (1) are fixedly connected together through a fixing mechanism (5).
2. The modular pile foundation cap form of claim 1, wherein: the fixing mechanism (5) comprises an L-shaped fixing plate (51) fixedly connected with one side of each of two adjacent bearing platform templates (1), a second threaded hole (52) is formed in the surface of the L-shaped fixing plate (51), the forming position of the second threaded hole (52) corresponds to the forming position of the first threaded hole (4), and the first threaded hole (4) is fixedly connected with the second threaded hole (52) through a second screw (53).
3. The modular pile foundation cap form of claim 1, wherein: the top end of the bearing platform template (1) is fixedly connected with a combined strip (101), and the bottom end of the bearing platform template (1) is provided with a combined groove (102).
4. The modular pile foundation cap form of claim 1, wherein: the top fixedly connected with first connecting block (103) of cushion cap template (1), the bottom fixedly connected with second connecting block (104) of cushion cap template (1), third screw hole (105) have all been seted up in running through on the surface of first connecting block (103) and second connecting block (104), third screw hole (105) internal thread that the surface of second connecting block (104) was seted up has first screw (106).
5. The modular pile foundation cap form of claim 2, wherein: and a rubber plate (6) is fixedly connected to the surface of one side, connected with the bearing platform template (1), of the L-shaped fixing plate (51).
CN202023089892.7U 2020-12-21 2020-12-21 Combined pile foundation bearing platform mould Active CN214143782U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023089892.7U CN214143782U (en) 2020-12-21 2020-12-21 Combined pile foundation bearing platform mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023089892.7U CN214143782U (en) 2020-12-21 2020-12-21 Combined pile foundation bearing platform mould

Publications (1)

Publication Number Publication Date
CN214143782U true CN214143782U (en) 2021-09-07

Family

ID=77588697

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202023089892.7U Active CN214143782U (en) 2020-12-21 2020-12-21 Combined pile foundation bearing platform mould

Country Status (1)

Country Link
CN (1) CN214143782U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114922218A (en) * 2022-07-01 2022-08-19 浙江交工装备工程有限公司 Assembled template for bridge substructure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114922218A (en) * 2022-07-01 2022-08-19 浙江交工装备工程有限公司 Assembled template for bridge substructure

Similar Documents

Publication Publication Date Title
CN102140841A (en) Construction method of building superstructure in high-rise steel-concrete mixed structure with few supporting formworks
CN211817983U (en) Template structure for lapping cylinder and straight wall
CN214143782U (en) Combined pile foundation bearing platform mould
CN110158951B (en) Construction method of all-wood template with frame structure
CN208380099U (en) Concrete casting device
CN207700680U (en) A kind of roof boarding hangs mould
CN211817040U (en) Slurry leakage prevention structure at splicing part of assembled laminated slab
CN214885493U (en) Regularization clear water concrete negative and positive angle template props up establishes device
CN213449472U (en) Pulling-on piece formula aluminium membrane structure
CN215519946U (en) Wall body corner constructional column exempts from formwork construction structures
CN215254581U (en) Tool type beam column joint angle mould
CN212002245U (en) Aluminum mould board and wood mould board combination reinforcing apparatus
CN210713822U (en) Building template connecting piece
CN109057318B (en) Assembly type building template system and wall body module
CN108222349A (en) A kind of light steel of half assembled-foam concrete composite floor and its construction method
CN211691450U (en) Slurry leakage prevention device for prefabricated side embedded steel bars of laminated slab beam
CN218563046U (en) Two-sided coincide wallboard door and window entrance to a cave exempts from formwork stripping structure
CN111535581A (en) Convenient and fast mounting and dismounting type combined prefabricated formwork applicable to building floor lowering position
CN217501018U (en) Column wall template system of leak protection thick liquid
CN213952978U (en) Aluminum mould wall post plugging device
CN217760001U (en) Novel steel construction cast in situ concrete floor template bearing structure
CN220539201U (en) Aluminum template convenient to drawing of patterns
CN216740684U (en) Roof arc flashing template manufacturing structure
CN110230392A (en) A kind of thin template of aluminum
CN214834809U (en) Template drilling-free clamp

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant