CN205804386U - A kind of finished product template system for basis grade beam - Google Patents

A kind of finished product template system for basis grade beam Download PDF

Info

Publication number
CN205804386U
CN205804386U CN201620718880.0U CN201620718880U CN205804386U CN 205804386 U CN205804386 U CN 205804386U CN 201620718880 U CN201620718880 U CN 201620718880U CN 205804386 U CN205804386 U CN 205804386U
Authority
CN
China
Prior art keywords
grade beam
finished product
product template
template
basis
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
Application number
CN201620718880.0U
Other languages
Chinese (zh)
Inventor
郑成名
柳绪河
夏卫峰
徐炳虎
孟德朝
周三明
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.)
Qingdao Billion Group Ltd By Share Ltd
QINGDAO CONSTRUCTION ENGINEERING GROUP Co Ltd
China Construction Third Engineering Bureau Co Ltd
Original Assignee
Qingdao Billion Group Ltd By Share Ltd
QINGDAO CONSTRUCTION ENGINEERING GROUP Co Ltd
China Construction Third Engineering Bureau 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 Qingdao Billion Group Ltd By Share Ltd, QINGDAO CONSTRUCTION ENGINEERING GROUP Co Ltd, China Construction Third Engineering Bureau Co Ltd filed Critical Qingdao Billion Group Ltd By Share Ltd
Priority to CN201620718880.0U priority Critical patent/CN205804386U/en
Application granted granted Critical
Publication of CN205804386U publication Critical patent/CN205804386U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)

Abstract

The utility model discloses a kind of finished product template system for basis grade beam, it includes cushion cap brick fetal membrane, grade beam finished product template and template limit steel bar, it is characterized in that, two cushion cap brick fetal membranes are connected by grade beam finished product template, and grade beam finished product template is externally provided with template limit steel bar.This utility model provides a kind of finished product template system for basis grade beam, and the finishing die buttress of grade beam, according to site dimension, has factory to customize, having higher-strength, rigidity is big, and in-site installation is convenient, smooth surface, it is not necessary to process of plastering just can be directly as waterproof matrix and construction weatherproof.Compared with traditional brick fetal membrane, improve effect, the reduction of erection time, cost-effective, there is good Social and economic benef@.

Description

A kind of finished product template system for basis grade beam
Technical field
This utility model relates to architectural engineering construction technique field, particularly to a kind of finished product template for basis grade beam System.
Background technology
In general building engineering, building template is a kind of temporary supporting structure, can guarantee that xoncrete structure, component By position, the set size of regulation, keep the position that it is correct.Template typically uses plank sheathing or steel form.But, at some In foundation engineering, the such as structure such as cushion cap or grade beam, after having poured concrete, template cannot remove or remove difficulty very greatly, In order to save engineering cost, general employing brick setting i.e. brick fetal membrane replaces plank sheathing or steel form.
When using the template of part based on brick fetal membrane, having the following disadvantages, one is brick fetal membrane building construction week Phase is long, and artificial input amount is big, and two is, after brick fetal membrane is built by laying bricks or stones, first to plaster when needing to do waterproof layer, and coat of plaster reaches The subsequent handlings such as waterproof layer just can be done after intensity, and in foundation construction, the highest to construction period, with the brick fetal membrane construction period Longer correlation contradiction, three is that brick fetal membrane is affected in the rainy day can not construct by weather.
Utility model content
The purpose of this utility model is to provide a kind of finished product template system for basis grade beam, to solve above-mentioned background The problem proposed in technology.
For achieving the above object, the following technical scheme of this utility model offer:
A kind of finished product template system for basis grade beam, it includes cushion cap brick fetal membrane, grade beam finished product template and template limit Position reinforcing bar, it is characterised in that two cushion cap brick fetal membranes are connected by grade beam finished product template, grade beam finished product template is externally provided with template limit Position reinforcing bar.
As further program of the utility model: described grade beam finished product template is 10mm thickness inorganic non-metallic sheet material system Become.
As this utility model further scheme: described grade beam finished product template is rectangle.
As this utility model further scheme: described grade beam finished product template embeds in cushion cap brick fetal membrane.
As this utility model further scheme: described grade beam finished product template inwall arranges smooth.
As this utility model further scheme: described template limit steel bar is close to outside grade beam finishing die plate.
Compared with prior art, the beneficial effects of the utility model are: this utility model provides one for basis grade beam Finished product template system, the finishing die buttress of grade beam according to site dimension, has factory to customize, has higher-strength, and rigidity is big, on-the-spot Easy for installation, smooth surface, it is not necessary to process of plastering just can be directly as waterproof matrix and construction weatherproof.With tradition Brick fetal membrane is compared, and improves effect, the reduction of erection time, cost-effective, has good Social and economic benef@.
Accompanying drawing explanation
Fig. 1 is schematic perspective view of the present utility model.
Wherein: 1 cushion cap brick fetal membrane, 2 grade beam finished product templates, 3 template limit steel bars.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the technical scheme of this patent is described in more detail.
Referring to Fig. 1, a kind of finished product template system for basis grade beam, it includes cushion cap brick fetal membrane 1, grade beam finishing die Plate 2 and template limit steel bar 3, two cushion cap brick fetal membranes 1 are connected by grade beam finished product template 2, and grade beam finished product template outer 2 is provided with mould Plate limit steel bar 3.
Described grade beam finished product template 2 is 10mm thickness inorganic non-metallic sheet material, cement, siliceous material, calcareous material add resistance to Alkali containing glass fibre net or steel wire and other reinforcing materials, through operation systems such as slurrying, molding, steam pressure, drying, sanding post-treatment Become.Described grade beam finished product template 2 is rectangle, and height is identical with grade beam layout design height, a length of according to grade beam figure paper size The monoblock sheet material determined, it is not necessary to splicing.Described grade beam finished product template 2 embeds in cushion cap brick fetal membrane 1.Described grade beam finished product template 2 inner wall smooths are smooth, it is not necessary to plaster and just can directly carry out waterproof construction.Described template limit steel bar 3 is close to grade beam finishing die plate 2 Outside, plays and limits its effect moved laterally.
Formulating grade beam finished product template according to engineering drawing, scene carries out earth excavation, smooth, compacting.Cushion cap, grade beam unwrapping wire Location, cushion cap brick fetal membrane are built by laying bricks or stones spacing with grade beam finishing die slab muscle fixing.Grade beam finished product template, height and ground depth of beam are installed Unanimously, in its end must anchor into cushion cap brick fetal membrane.
This utility model provides a kind of finished product template system for basis grade beam, and the finishing die buttress of grade beam is according to on-the-spot chi Very little, there is factory to customize, there is higher-strength, rigidity is big, and in-site installation is convenient, smooth surface, it is not necessary to plastering process just can be direct As waterproof matrix and construction weatherproof.Compared with traditional brick fetal membrane, improve effect, the reduction of erection time, cost-effective, There is good Social and economic benef@.
Above the better embodiment of this patent is explained in detail, but this patent is not limited to above-mentioned embodiment party Formula, in the ken that one skilled in the relevant art is possessed, it is also possible on the premise of without departing from this patent objective Make a variety of changes.

Claims (6)

1., for a finished product template system for basis grade beam, it includes cushion cap brick fetal membrane (1), grade beam finished product template (2) and mould Plate limit steel bar (3), it is characterised in that two cushion caps brick fetal membrane (1) are connected by grade beam finished product template (2), grade beam finishing die Plate (2) is externally provided with template limit steel bar (3).
A kind of finished product template system for basis grade beam the most according to claim 1, it is characterised in that described grade beam becomes Product template (2) is that 10mm thickness inorganic non-metallic sheet material is made.
A kind of finished product template system for basis grade beam the most according to claim 1, it is characterised in that described grade beam becomes Product template (2) is rectangle.
A kind of finished product template system for basis grade beam the most according to claim 1, it is characterised in that described grade beam becomes Product template (2) embeds in cushion cap brick fetal membrane (1).
A kind of finished product template system for basis grade beam the most according to claim 1, it is characterised in that described grade beam becomes Product template (2) inwall arranges smooth.
A kind of finished product template system for basis grade beam the most according to claim 1, it is characterised in that described template limits Grade beam finishing die plate (2) outside is close in position reinforcing bar (3).
CN201620718880.0U 2016-07-08 2016-07-08 A kind of finished product template system for basis grade beam Expired - Fee Related CN205804386U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620718880.0U CN205804386U (en) 2016-07-08 2016-07-08 A kind of finished product template system for basis grade beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620718880.0U CN205804386U (en) 2016-07-08 2016-07-08 A kind of finished product template system for basis grade beam

Publications (1)

Publication Number Publication Date
CN205804386U true CN205804386U (en) 2016-12-14

Family

ID=58140185

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620718880.0U Expired - Fee Related CN205804386U (en) 2016-07-08 2016-07-08 A kind of finished product template system for basis grade beam

Country Status (1)

Country Link
CN (1) CN205804386U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107447980A (en) * 2017-10-16 2017-12-08 陈锐 A kind of building plastic formwork and its installation method for substituting brick fetal membrane

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107447980A (en) * 2017-10-16 2017-12-08 陈锐 A kind of building plastic formwork and its installation method for substituting brick fetal membrane

Similar Documents

Publication Publication Date Title
CN101818539B (en) Assembled integral building and construction method thereof
CN102116061B (en) Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure
CN104358341B (en) Building brickwork and masonry construction method of building brickwork
CN105064545A (en) Assembled integral type masonry wall assembling structure and construction method thereof
CN104975716A (en) Construction method for employing dismounting-free formwork in casting constructional column and ring beam concrete
CN104032771B (en) Attractive joint anti-crack construction method set up by a kind of underground structure
CN201738479U (en) Roof expansion joint integrated cover plate waterproof structure
CN101575913A (en) Construction method for preventing reserved holes of pipes from water leakage
CN103469825A (en) Prefabricated water-resistant post-pouring belt formwork and installation method
CN101608503B (en) Method for preventing and controlling cracks of hollow wallboard for building
CN104775554A (en) Die plate dismantling-free cast-in-place concrete partition wall and construction method thereof
CN108612228A (en) Prestressed assembly precast light partition plate and its installation method
CN104831852A (en) Original version concrete bracket system construction method
CN106284653B (en) A kind of construction method that balcony construct capital interspaces in advance
CN108049521A (en) A kind of assembled wall structure of the assembled light raw-soil and bionical soil RPC materials
CN106894538A (en) Filling wall and agent structure concrete integral shaping method
CN107447980A (en) A kind of building plastic formwork and its installation method for substituting brick fetal membrane
CN205804386U (en) A kind of finished product template system for basis grade beam
CN215106098U (en) Prefabricated post connection structure
CN108625531A (en) A kind of construction method pouring constructional column concrete non-dismantling formwork
CN101260726A (en) Prestressed concrete wide goose plate construction method
CN204418691U (en) A kind of for cast-in-place vertical member and horizontal member junction concrete blocking apparatus
CN204676607U (en) Poured band of outer wall of basement plugging structure
CN107938907B (en) A kind of inclined roof exempts from formwork construction method
CN106193120A (en) Basement is encorbelmented, and base plate is inverse makees structure and construction method

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161214

Termination date: 20210708

CF01 Termination of patent right due to non-payment of annual fee