CN109853790A - A kind of EPS module concrete frame filling wall construction technology - Google Patents
A kind of EPS module concrete frame filling wall construction technology Download PDFInfo
- Publication number
- CN109853790A CN109853790A CN201910085403.3A CN201910085403A CN109853790A CN 109853790 A CN109853790 A CN 109853790A CN 201910085403 A CN201910085403 A CN 201910085403A CN 109853790 A CN109853790 A CN 109853790A
- Authority
- CN
- China
- Prior art keywords
- frame
- column
- eps module
- concrete
- filling wall
- 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.)
- Pending
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention is to provide a kind of EPS module concrete frames to fill wall construction technology.Step 1: filling wall form is formed with EPS module assembled, and reserves frame column position by structure column cross-section size；Step 2: binding frame column reinforcing bar simultaneously assembles framed column template outside frame column reinforcing bar；Step 3: binding frame beam steel simultaneously assembles Vierendeel girder template outside frame beam steel；Step 4: filling wall concrete is poured in filling wall form first, then the pouring frame column concrete in framed column template, finally the pouring frame beam concrete in frame beam forms.The present invention organically combines the construction of the construction of frame column, the construction of Vierendeel girder and EPS module wall filling wall, it can not only accelerate speed of application, and EPS module filling wall on along with it is seamless between Vierendeel girder bottom, frame column, Vierendeel girder and EPS module wall filling wall be combined into one.The present invention can be with the heat preservation problem of solution framework beam, column.
Description
Technical field
The present invention relates to a kind of building construction technique, specifically a kind of EPS module concrete frame filling
Wall construction technology.
Background technique
Currently, being encountered when doing filling wall using EPS module wall following several in concrete frame structure construction
Kind problem: first, EPS module need to carry out assembling and pouring construction again after every layer of frame construction is fully completed；Second, EPS
Module filling wall on along be unable to fully fill at Vierendeel girder bottom seam；The heat preservation of third, frame column, beam needs external pasting to protect
Warm layer；4th, existing EPS wall column, corner post module section can not do it is sufficiently large, be unable to satisfy frame structure calculating want
It asks.
Summary of the invention
The purpose of the present invention is to provide a kind of speed of application is fast, EPS module wall and frame column and Vierendeel girder form one
The EPS module concrete frame of body fills wall construction technology.
Step 1: filling wall form is formed with EPS module assembled, and reserves frame column position by structure column cross-section size；
Step 2: binding frame column reinforcing bar simultaneously assembles framed column template outside frame column reinforcing bar；
Step 3: binding frame beam steel simultaneously assembles Vierendeel girder template outside frame beam steel；
Step 4: filling wall concrete is poured in filling wall form first, then pouring frame column is mixed in framed column template
Soil is coagulated, finally the pouring frame beam concrete in frame beam forms.
The present invention may also include:
1. in step 4, the height that pours of filling wall concrete pours height, until Vierendeel girder bottom higher than frame column concrete
Highly.
2. further including surveying arrangement frame column EPS module layer in framed column template in step 2.
3. further including surveying arrangement Vierendeel girder EPS module layer in frame beam forms in step 3.
The present invention changes the construction of traditional earlier carry out frame column and Vierendeel girder, then carries out EPS module wall filling
The construction technology of the construction of wall, the construction of the construction of frame column, the construction of Vierendeel girder and EPS module wall filling wall is organic
Ground combines, and can not only accelerate speed of application, and edge and seamless, frame between Vierendeel girder bottom on EPS module filling wall
Column, Vierendeel girder and EPS module wall filling wall are combined into one.
The present invention can also come solution framework beam, column by the way that frame column EPS module layer, frame column EPS module layer is arranged
Heat preservation problem.
Detailed description of the invention
Fig. 1 is flow chart of the invention.
Fig. 2 is the schematic diagram of frame side column and its template.
Fig. 3 is the schematic diagram of frame corner post and its template.
Fig. 4 is the schematic diagram of Vierendeel girder and its template.
Fig. 5 is the combination diagram of Vierendeel girder and filling wall form.
Fig. 6 is the combination diagram of frame column and Vierendeel girder and filling wall form.
Specific embodiment
It illustrates with reference to the accompanying drawing and the present invention is described in more detail.
In conjunction with Fig. 1, the first embodiment of EPS module concrete frame filling wall construction technology of the invention includes such as
Lower step:
Step 1, filling wall form is formed with EPS module assembled, and reserves frame column position by structure column cross-section size.
Step 2, it binds frame column reinforcing bar and assembles framed column template outside frame column reinforcing bar.In conjunction with Fig. 2 and Fig. 3, frame
Column includes frame side column and frame corner post；Framed column template is made of template 2, channel steel 1, split bolt 6.
Step 3: binding frame beam steel simultaneously assembles Vierendeel girder template outside frame beam steel.In conjunction with Fig. 4, frame beam form
Plate is made of template 9, channel steel 8, split bolt 7.
Step 4, casting concrete
Step 4.1, filling wall concrete 5 is poured in filling wall form, the height that pours of filling wall concrete is higher than frame column
Concrete pours height, until Vierendeel girder bottom height；
Step 4.2, the pouring frame column concrete 4 in framed column template；
Step 4.3, the pouring frame beam concrete 11 in frame beam forms.
Second of embodiment of the invention be on the basis of the first embodiment, binding frame side column reinforcing bar it
First arrangement frame side column EPS module layer 3 assembles frame side column template again afterwards.
The third embodiment of the invention is on the basis of first or second kind embodiment, in binding frame corner post
First arrangement frame corner post EPS module layer 10 assembles frame corner post template again after reinforcing bar.
Claims (5)
1. a kind of EPS module concrete frame fills wall construction technology, it is characterized in that including the following steps:
Step 1: filling wall form is formed with EPS module assembled, and reserves frame column position by structure column cross-section size；
Step 2: binding frame column reinforcing bar simultaneously assembles framed column template outside frame column reinforcing bar；
Step 3: binding frame beam steel simultaneously assembles Vierendeel girder template outside frame beam steel；
Step 4: filling wall concrete is poured in filling wall form first, then pouring frame column is mixed in framed column template
Soil is coagulated, finally the pouring frame beam concrete in frame beam forms.
2. EPS module concrete frame according to claim 1 fills wall construction technology, it is characterized in that: filling out in step 4
The height that pours for filling wall concrete pours height, until Vierendeel girder bottom height higher than frame column concrete.
3. EPS module concrete frame according to claim 1 or 2 fills wall construction technology, it is characterized in that: in step 2
It further include that arrangement frame column EPS module layer is surveyed in framed column template.
4. EPS module concrete frame according to claim 1 or 2 fills wall construction technology, it is characterized in that: in step 3
It further include that arrangement Vierendeel girder EPS module layer is surveyed in frame beam forms.
5. EPS module concrete frame according to claim 3 fills wall construction technology, it is characterized in that: in step 3 also
Including surveying arrangement Vierendeel girder EPS module layer in frame beam forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910085403.3A CN109853790A (en) | 2019-01-29 | 2019-01-29 | A kind of EPS module concrete frame filling wall construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910085403.3A CN109853790A (en) | 2019-01-29 | 2019-01-29 | A kind of EPS module concrete frame filling wall construction technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109853790A true CN109853790A (en) | 2019-06-07 |
Family
ID=66896584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910085403.3A Pending CN109853790A (en) | 2019-01-29 | 2019-01-29 | A kind of EPS module concrete frame filling wall construction technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109853790A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648500A (en) * | 2020-05-22 | 2020-09-11 | 河南省第八建设集团有限公司 | Construction method of EPS heat-preservation sandwich module cast-in-place concrete system |
| CN114261015A (en) * | 2021-12-27 | 2022-04-01 | 安徽富煌建筑科技有限公司 | EPS module concrete frame infilled wall construction process |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0061100A2 (en) * | 1981-03-18 | 1982-09-29 | SISMO INTERNATIONAL personenvennootschap met beperkte aansprakelijkheid | Prefabricated structures, method for their manufacture and their use in the building industry |
| CN1460756A (en) * | 2003-07-01 | 2003-12-10 | 张英保 | Steel-concrete combined building structure and its construction method |
| WO2012144880A2 (en) * | 2011-04-22 | 2012-10-26 | Yklymov Sapar | Method for building construction |
| CN104878859A (en) * | 2015-06-03 | 2015-09-02 | 奥克森（北京）新材料科技有限公司 | Method for constructing filler wall of frame structure building and wall body structure |
| CN105604210A (en) * | 2016-03-23 | 2016-05-25 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembling type energy-saving wall body structure |
| CN105672535A (en) * | 2016-03-23 | 2016-06-15 | 哈尔滨鸿盛房屋节能体系研发中心 | Steel structure assembled type EPS (Electric Power Storage) module sandwiched heat-insulation composite wall body |
| CN109138227A (en) * | 2018-10-19 | 2019-01-04 | 青岛建集团有限公司 | Without exterior sheathing exterior-wall heat insulation and structure-integrated pouring molding construction technology |
-
2019
- 2019-01-29 CN CN201910085403.3A patent/CN109853790A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0061100A2 (en) * | 1981-03-18 | 1982-09-29 | SISMO INTERNATIONAL personenvennootschap met beperkte aansprakelijkheid | Prefabricated structures, method for their manufacture and their use in the building industry |
| CN1460756A (en) * | 2003-07-01 | 2003-12-10 | 张英保 | Steel-concrete combined building structure and its construction method |
| WO2012144880A2 (en) * | 2011-04-22 | 2012-10-26 | Yklymov Sapar | Method for building construction |
| CN104878859A (en) * | 2015-06-03 | 2015-09-02 | 奥克森（北京）新材料科技有限公司 | Method for constructing filler wall of frame structure building and wall body structure |
| CN105604210A (en) * | 2016-03-23 | 2016-05-25 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembling type energy-saving wall body structure |
| CN105672535A (en) * | 2016-03-23 | 2016-06-15 | 哈尔滨鸿盛房屋节能体系研发中心 | Steel structure assembled type EPS (Electric Power Storage) module sandwiched heat-insulation composite wall body |
| CN109138227A (en) * | 2018-10-19 | 2019-01-04 | 青岛建集团有限公司 | Without exterior sheathing exterior-wall heat insulation and structure-integrated pouring molding construction technology |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648500A (en) * | 2020-05-22 | 2020-09-11 | 河南省第八建设集团有限公司 | Construction method of EPS heat-preservation sandwich module cast-in-place concrete system |
| CN111648500B (en) * | 2020-05-22 | 2021-06-01 | 河南省第八建设集团有限公司 | Construction method of EPS heat-preservation sandwich module cast-in-place concrete system |
| CN114261015A (en) * | 2021-12-27 | 2022-04-01 | 安徽富煌建筑科技有限公司 | EPS module concrete frame infilled wall construction process |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206646642U (en) | A kind of assembled architecture post and column connected node | |
| CN104532953B (en) | 3D printing based assembly type special-shaped column framework structure and construction method thereof | |
| CN104372799B (en) | Rigid unearthing platform foundation pit inner support structure and construction method | |
| CN105908861A (en) | Reinforcing method for 3D printing reinforced masonry shear wall | |
| CN106193623B (en) | A kind of prefabricated concrete structure construction method | |
| CN205242436U (en) | Supplementary soleplate traded interim bearing structure who props during system was gone along with sb. to guard him to underground complex | |
| CN109853790A (en) | A kind of EPS module concrete frame filling wall construction technology | |
| CN103603435B (en) | A kind of assembly concrete antidetonation beam column frame and construction method thereof | |
| CN110080289A (en) | A kind of open cutting construction method of assembled flat-top greatly across no column underground structure | |
| CN108239995A (en) | A kind of open cut is without column Metro Station Structure | |
| CN109386050A (en) | A kind of multi-layer combined type house structure | |
| CN206815525U (en) | A kind of orbit traffic overhead station | |
| CN106759858A (en) | The connecting node and preparation method of a kind of H profile steel beam and rectangular steel-tube concrete column | |
| CN206091077U (en) | Confined concrete combination column | |
| CN206956949U (en) | Overlap wall and intermediate layer laminated floor slab connecting node | |
| CN107806174A (en) | A kind of window that floats applied in assembling type steel structure building | |
| CN207660193U (en) | A kind of overlength eaves gutter applied in assembling type steel structure building | |
| CN107893478A (en) | Overlap wall and horizontal member connecting node and its construction method | |
| CN102121313B (en) | Rebar planting-free formwork erecting method for masonry construction and device thereof | |
| JPH10152998A (en) | Earthquake-resistant reinforcing structure of existing building | |
| CN203429661U (en) | Basement with additional downward layers | |
| CN108412036A (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node | |
| CN207109624U (en) | The deep embeded type stake of culvert, compound contignation are set in a kind of karst region | |
| CN208501724U (en) | A kind of assembled transmission line of electricity anchor rod static pressure Minitype pile foundation | |
| CN207017301U (en) | A kind of retaining wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190607 |
|
| RJ01 | Rejection of invention patent application after publication |