CN107288336B - Assembled-type house wall Cast-in-Situ Segment template construction method - Google Patents
Assembled-type house wall Cast-in-Situ Segment template construction method Download PDFInfo
- Publication number
- CN107288336B CN107288336B CN201710584144.XA CN201710584144A CN107288336B CN 107288336 B CN107288336 B CN 107288336B CN 201710584144 A CN201710584144 A CN 201710584144A CN 107288336 B CN107288336 B CN 107288336B
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- Prior art keywords
- bolt
- template
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- wall
- cast
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention relates to a kind of assembled-type house wall Cast-in-Situ Segment template construction method, including the bolt assembly that returns back to top, the bolt assembly main body that returns back to top is L-type bolt；L-type bolt vertical portion is provided with external screw thread, for being connected with Cast-in-Situ Segment two sides shear wall prepared screw-bolt hole；L-type bolt horizontal part is provided with mounting hole；The bolt that returns back to top is provided in mounting hole；Return back to top bolt tail end be provided with for rotate back to top fastening bolt rotation annulus；The return back to top front end of bolt is provided with circular shim.Assembled-type house wall Cast-in-Situ Segment template construction method of the present invention, structure is simple, easy to operate, improves template peace and tears efficiency open, reduces construction cost.
Description
Technical field
The present invention relates to a kind of construction techniques, in particular to a kind of assembled-type house wall Cast-in-Situ Segment mould
Board construction method.
Background technique
The cast-in-place position of assembled-type house structure wall is more convenient at present and extensive formwork way be exactly use steel form or
The hard materials panel such as aluminum alloy pattern plate completes the installation of Cast-in-Situ Segment template.Traditional method is: being installed in Cast-in-Situ Segment two sides prefabricated
On wall, close to one edge short transverse of Cast-in-Situ Segment, prepared screw-bolt hole built-in nut, later period lead to finished product template at a certain distance
The fixed template of completing of bolt is crossed to install.Carry out demoulding after concrete strength reaches requirement, when demoulding back-outs bolt one by one.It should
Method is more troublesome to the operation of bolt during template peace is torn open, and bolt is easily lost in the construction process.It is applying
It is undesirable in terms of work efficiency rate and store keeping.
Summary of the invention
In view of the deficiency of the prior art, it is simple to provide a kind of structure by the present invention, easy to operate, improves template peace and tears open
The assembled-type house wall Cast-in-Situ Segment template construction method of efficiency.
The technical solution used in the present invention is:
A kind of assembled-type house wall Cast-in-Situ Segment template construction method,
Including the bolt assembly that returns back to top, the bolt assembly main body that returns back to top is L-type bolt；
L-type bolt includes horizontal part and vertical portion；
L-type bolt vertical portion is provided with external screw thread, for being connected with Cast-in-Situ Segment two sides shear wall prepared screw-bolt hole；
L-type bolt horizontal part is provided with mounting hole；
Mounting hole is threaded hole；
The bolt that returns back to top is provided in mounting hole；
Return back to top bolt tail end be provided with for rotate back to top fastening bolt rotation annulus；
The return back to top front end of bolt is provided with circular shim；
It returns back to top and is provided with external screw thread in the middle part of bolt；
Template installation steps are as follows:
Template is installed wall according to Cast-in-Situ Segment two sides and reserves the aperture of embedded part position；
Before template installation, the vertical portion of L-type bolt is penetrated into template aperture, the bolt that returns back to top keeps relaxed state；
When template is installed, the vertical portion front end of L-type bolt is screwed into along the exposed hole rotation of the pre- retention nut of wall；
Template is inwardly pushed away by rotating back to top fastening bolt again, until the bolt that returns back to top can not continue pushing tow；Template fixation finishes；
Template demounting procedure is as follows:
The reverse rotation bolt that returns back to top separates template with shear wall is installed；
L-type bolt is reversely rotated, L-type bolt vertical portion is extracted from the exposed hole rotation of the pre- retention nut of wall；
The bolt assembly that returns back to top is separated with shear wall.
The annulus axis and vertical portion are perpendicular.
Column lever is provided in the annulus.The lever is for screwing the bolt pusher template proximate formwork portion that returns back to top
Position；The circular shim is conducive to that the template reduction bolt head concentrated stress that returns back to top is pushed to cross havoc template.
It is that the pre- retention nut of wall is deep that the vertical portion front end of L-type bolt, which is screwed into depth along the exposed hole rotation of the pre- retention nut of wall,
The 50%-60% of degree.
The present invention compared with the prior art the utility model has the advantages that
Assembled-type house wall Cast-in-Situ Segment template construction method of the present invention, structure is simple, easy to operate, improves template peace and tears open
Efficiency reduces construction cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of assembled-type house wall Cast-in-Situ Segment template construction method of the present invention；
Fig. 2 is the structural schematic diagram of the Construction State of assembled-type house wall Cast-in-Situ Segment template construction method of the present invention.
Main component symbol description in attached drawing:
In figure:
1, the pre- retention nut 2 of wall, L-type bolt 3, return back to top bolt 4, template
5, the outer page 6 of precast shear wall, Cast-in-Situ Segment 7, installed shear wall
8, annulus 9, circular shim.
Specific embodiment
Referring to the drawings and embodiment the present invention will be described in detail:
Attached drawing 1-2 it is found that a kind of assembled-type house wall Cast-in-Situ Segment template construction method,
Including the bolt assembly that returns back to top, the bolt assembly main body that returns back to top is L-type bolt；
L-type bolt includes horizontal part 21 and vertical portion 22；
L-type bolt vertical portion is provided with external screw thread, for being connected with Cast-in-Situ Segment two sides shear wall prepared screw-bolt hole；
L-type bolt horizontal part 21 is provided with mounting hole；
Mounting hole is threaded hole；
The bolt 3 that returns back to top is provided in mounting hole；
Return back to top bolt 3 tail end be provided with for rotate back to top fastening bolt rotation annulus 8；
The return back to top front end of bolt 3 is provided with circular shim 9；
It returns back to top and is provided with external screw thread in the middle part of bolt 3；
Template installation steps are as follows:
Template is installed wall according to Cast-in-Situ Segment two sides and reserves the aperture of embedded part position；
Before template installation, the vertical portion 22 of L-type bolt is penetrated into template aperture, the bolt 3 that returns back to top keeps relaxed state；
When template is installed, 22 front end of vertical portion of L-type bolt is screwed into along the exposed hole rotation of the pre- retention nut of wall；
Template is inwardly pushed away by rotating back to top fastening bolt 3 again, until the bolt 3 that returns back to top can not continue pushing tow；Template has been fixed
Finish；
Template demounting procedure is as follows:
The reverse rotation bolt 3 that returns back to top separates template with shear wall is installed；
L-type bolt is reversely rotated, L-type bolt vertical portion is extracted from the exposed hole rotation of the pre- retention nut of wall；
The bolt assembly that returns back to top is separated with shear wall.
8 axis of annulus and vertical portion are perpendicular.
Column lever is provided in the annulus.The lever is for screwing the bolt pusher template proximate formwork portion that returns back to top
Position；The circular shim is conducive to that the template reduction bolt head concentrated stress that returns back to top is pushed to cross havoc template.
It is that the pre- retention nut of wall is deep that the vertical portion front end of L-type bolt, which is screwed into depth along the exposed hole rotation of the pre- retention nut of wall,
The 50%-60% of degree.
Assembled-type house wall Cast-in-Situ Segment template construction method of the present invention, structure is simple, easy to operate, improves template peace and tears open
Efficiency reduces construction cost.
Assembled-type house wall Cast-in-Situ Segment template construction method of the present invention, including the bolt assembly that returns back to top, the bolt that returns back to top
Module body is a L-type bolt, and vertical portion has screw thread, and the screw thread is used to reserve bolt with Cast-in-Situ Segment two sides shear wall
Hole connection；L-type bolt horizontal part has circular hole for penetrating the bolt that returns back to top, and for the bolt tail end that returns back to top with annulus, there is silk in middle section
Button, leading portion have circular shim；With the circular hole that reinforcing bar or other levers are pluggable among the annulus, the lever is for screwing
Return back to top bolt pusher template proximate formwork position, the circular shim be conducive to push template reduction return back to top bolt head concentration answer
Power crosses havoc template.
Assembled-type house wall Cast-in-Situ Segment template construction method, concrete operations are as follows:
Template is installed wall according to Cast-in-Situ Segment two sides and reserves the preparatory aperture in embedded part position, in a pre-installation by L-type bolt
Template aperture is penetrated, the bolt that returns back to top at this time keeps relaxed state.Template reserves L-type bolt vertical portion front end along wall when installing
The exposed hole rotation of nut is screwed into certain depth, and (specific depth generally enters nut half depth depending on pre- retention nut length
), then inwardly pushed away template by rotating back to top fastening bolt, until the bolt that returns back to top can not continue pushing tow, as template has been fixed
Finish.
The above described is only a preferred embodiment of the present invention, not making in any form to structure of the invention
Limitation.Any simple modification, equivalent change and modification to the above embodiments according to the technical essence of the invention,
Belong within the scope of technical solution of the present invention.
Claims (4)
1. a kind of assembled-type house wall Cast-in-Situ Segment template construction method, it is characterised in that:
Including the bolt assembly that returns back to top, the bolt assembly main body that returns back to top is L-type bolt；
L-type bolt includes horizontal part and vertical portion；
L-type bolt vertical portion is provided with external screw thread, for being connected with Cast-in-Situ Segment two sides shear wall prepared screw-bolt hole；
L-type bolt horizontal part is provided with mounting hole；
Mounting hole is threaded hole；
The bolt that returns back to top is provided in mounting hole；
Return back to top bolt tail end be provided with for rotate back to top fastening bolt rotation annulus；
The return back to top front end of bolt is provided with circular shim；
It returns back to top and is provided with external screw thread in the middle part of bolt；
Template installation steps are as follows:
Template is installed wall according to Cast-in-Situ Segment two sides and reserves the aperture of embedded part position；
Before template installation, the vertical portion of L-type bolt is penetrated into template aperture, the bolt that returns back to top keeps relaxed state；
When template is installed, the vertical portion front end of L-type bolt is screwed into along the exposed hole rotation of the pre- retention nut of wall；
Template is inwardly pushed away by rotating back to top fastening bolt again, until the bolt that returns back to top can not continue pushing tow；Template fixation finishes；
Template demounting procedure is as follows:
The reverse rotation bolt that returns back to top separates template with shear wall is installed；
L-type bolt is reversely rotated, L-type bolt vertical portion is extracted from the exposed hole rotation of the pre- retention nut of wall；
The bolt assembly that returns back to top is separated with shear wall.
2. assembled-type house wall Cast-in-Situ Segment template construction method according to claim 1, it is characterised in that: the annulus axle
Line is perpendicular with vertical portion.
3. assembled-type house wall Cast-in-Situ Segment template construction method according to claim 1, it is characterised in that: in the annulus
It is provided with column lever.
4. assembled-type house wall Cast-in-Situ Segment template construction method according to claim 1, it is characterised in that: L-type bolt
It is the 50%-60% that wall reserves nut depth that vertical portion front end, which is screwed into depth along the exposed hole rotation of the pre- retention nut of wall,.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710584144.XA CN107288336B (en) | 2017-07-18 | 2017-07-18 | Assembled-type house wall Cast-in-Situ Segment template construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710584144.XA CN107288336B (en) | 2017-07-18 | 2017-07-18 | Assembled-type house wall Cast-in-Situ Segment template construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107288336A CN107288336A (en) | 2017-10-24 |
| CN107288336B true CN107288336B (en) | 2019-09-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710584144.XA Active CN107288336B (en) | 2017-07-18 | 2017-07-18 | Assembled-type house wall Cast-in-Situ Segment template construction method |
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| Country | Link |
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| CN (1) | CN107288336B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201071684Y (en) * | 2007-09-27 | 2008-06-11 | 冯旭东 | Sheave wheel platform connected by L shaped bolt |
| CN202081652U (en) * | 2011-05-20 | 2011-12-21 | 中建七局第三建筑有限公司 | Shear wall template support frame |
| CN202324626U (en) * | 2011-12-08 | 2012-07-11 | 中国建筑第八工程局有限公司 | Simple and light template bracket |
| CN206034911U (en) * | 2016-09-18 | 2017-03-22 | 江苏南通二建集团有限公司 | Vertical wall body connects two -way conditioning controller of stubble |
-
2017
- 2017-07-18 CN CN201710584144.XA patent/CN107288336B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201071684Y (en) * | 2007-09-27 | 2008-06-11 | 冯旭东 | Sheave wheel platform connected by L shaped bolt |
| CN202081652U (en) * | 2011-05-20 | 2011-12-21 | 中建七局第三建筑有限公司 | Shear wall template support frame |
| CN202324626U (en) * | 2011-12-08 | 2012-07-11 | 中国建筑第八工程局有限公司 | Simple and light template bracket |
| CN206034911U (en) * | 2016-09-18 | 2017-03-22 | 江苏南通二建集团有限公司 | Vertical wall body connects two -way conditioning controller of stubble |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107288336A (en) | 2017-10-24 |
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