CN105386538A - CL composite concrete shear wall construction process - Google Patents
CL composite concrete shear wall construction process Download PDFInfo
- Publication number
- CN105386538A CN105386538A CN201510615036.5A CN201510615036A CN105386538A CN 105386538 A CN105386538 A CN 105386538A CN 201510615036 A CN201510615036 A CN 201510615036A CN 105386538 A CN105386538 A CN 105386538A
- Authority
- CN
- China
- Prior art keywords
- wall
- frame plate
- mould
- template
- network frame
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 15
- 238000000034 method Methods 0.000 title claims abstract description 7
- 239000002131 composite material Substances 0.000 title abstract 4
- 238000005516 engineering process Methods 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims abstract description 6
- 150000001875 compounds Chemical class 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000002023 wood Substances 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000007514 turning Methods 0.000 claims description 3
- 239000004927 clay Substances 0.000 abstract description 5
- 238000003466 welding Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 238000005034 decoration Methods 0.000 abstract 1
- 235000013399 edible fruits Nutrition 0.000 abstract 1
- 238000003912 environmental pollution Methods 0.000 abstract 1
- 208000037805 labour Diseases 0.000 abstract 1
- 238000009413 insulation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a CL composite concrete shear wall construction process. A CL composite concrete shear wall is a load-carrying and heat insulating integrated wall, which is formed by pouring concrete on the two sides of a CL net supporting board (the net supporting board is formed by clamping an EPS heat insulating board between two reinforcing steel bar welding net sheets and then fixing them by using a split bolt; and the net supporting board is the present technology fruit). Through the adoption of the method of pouring concrete after arranging templates on the two sides, the construction efficiency can be greatly increased, large amounts of labors and materials are saved, the wall can be made with a thickness which is lower than the thickness of the traditional clay tile wall, the strength and the heat insulating durability of the wall are better than those of the traditional clay tile wall, the appearance and flatness of the wall surface are good, and the wall surface is convenient for decoration. The CL composite concrete shear wall construction process provided by the invention has the advantages of substantially no building garbage and small environmental pollution.
Description
Technical field
The present invention relates to wall construction technical field, particularly relate to a kind of CL compound concrete shear wall construction technology.
Background technology
In conventional floor wall construction, body of wall mainly builds long-pending clay tile wall by manpower, the man power and material of its at substantial when constructing, and construction speed is slow; And insulation durability inside and outside the last clay tile wall body of wall formed is not enough, soundproof effect is poor, and surface of wall outward appearance is poor, needs whitewashing repeatedly.
Summary of the invention
The object of the invention is to just provide a kind of CL compound concrete shear wall construction technology to above-mentioned the deficiencies in the prior art part.
The present invention realizes the technical scheme that above-mentioned purpose takes: a kind of CL compound concrete shear wall construction technology, and described technique comprises the following steps:
1), by CL network frame plate by the mode colligation of the reinforcing bar binding vertical junction at upper strata foundation ring girder and lower floor's body of wall;
2), in the steel wire net rack of CL network frame plate, hydroelectric line is laid;
3), in CL network frame plate both sides, wall form is installed, concrete steps are: eject template before a. model sheetinstallat with regard to bit line, with mortar levelling outside wall, are cleaned out by foreign material before formwork, the large mould end opening of body of wall pastes sponge strip, to prevent template through-wall bolt height infraversion malposition and end opening running pulp; B. all wall forms before installing are cleaned out plate face, and uniform application release agent; C. before propping up wall mould, first prop up a window opening template, a door window opening template Zhi Haohou, the both sides lumps of wood is to support, and sponge strip is pasted in door window opening template and the large mould contact position of body of wall; D. install fixing angle mould at the corner place at two CL network frame plate turnings, sponge strip is pasted in the contact position of angle mould and the large mould of body of wall; E. then lift the large mould of body of wall, through-wall bolt is installed, makes between CL network frame plate and each template of both sides, to form entirety, then adjusted position and the verticality of the large mould of body of wall in body of wall large mould biside plate face by bearing diagonal;
4), to the inner concreting of CL network frame plate, reach after requirement until concrete setting, remove each template.
Principle of the present invention and beneficial effect are: CL compound concrete shear wall of the present invention be by CL network frame plate (a kind of by press from both sides in two-layer steel bar welding mesh sheet with after EPS warming plate with split bolt network frame plate fixedly, it is prior art achievement) collection that formed after the concreting of both sides is stressed, be incubated the body of wall in one, the method that it is adopting both sides to arrange template after-pouring can make efficiency of construction improve greatly, save a large amount of man power and materials, make body of wall can make the thickness thinner than existing clay tile wall, and intensity and insulation durability degree better, the flat appearance degree of surface of wall is better, be convenient to finishing, this construction technology substantially without building waste, to the less pollution of environment.
Accompanying drawing explanation
Fig. 1 is constructing structure figure of the present invention.
Fig. 2 is that the A-A of Fig. 1 is to sectional view.
Fig. 3 is the B direction view of Fig. 1.
In figure: 1, CL network frame plate; 2, the large mould of body of wall; 3, through-wall bolt; 4, the lumps of wood supports; 5, angle mould; 6, door window opening template; 7, reinforcing bar.
Detailed description of the invention
The present invention further describes below with reference to accompanying drawing.
CL compound concrete shear wall construction technology of the present invention comprises the following steps:
1), by CL network frame plate by the mode colligation of the reinforcing bar binding vertical junction at upper strata foundation ring girder and lower floor's body of wall;
2), in the steel wire net rack of CL network frame plate, hydroelectric line is laid;
3), in CL network frame plate both sides, wall form is installed, concrete steps are: eject template before a. model sheetinstallat with regard to bit line, with mortar levelling outside wall, are cleaned out by foreign material before formwork, the large mould end opening of body of wall pastes sponge strip, to prevent template through-wall bolt height infraversion malposition and end opening running pulp; B. all wall forms before installing are cleaned out plate face, and uniform application release agent; C. before propping up wall mould, first prop up a window opening template, a door window opening template Zhi Haohou, the both sides lumps of wood is to support, and sponge strip is pasted in door window opening template and the large mould contact position of body of wall; D. install fixing angle mould at the corner place at two CL network frame plate turnings, sponge strip is pasted in the contact position of angle mould and the large mould of body of wall; E. then lift the large mould of body of wall, through-wall bolt is installed, makes between CL network frame plate and each template of both sides, to form entirety, then adjusted position and the verticality of the large mould of body of wall in body of wall large mould biside plate face by bearing diagonal;
4), to the inner concreting of CL network frame plate, reach after requirement until concrete setting, remove each template.
Claims (1)
1. a CL compound concrete shear wall construction technology, is characterized in that: described technique comprises the following steps:
1), by CL network frame plate by the mode colligation of the reinforcing bar binding vertical junction at upper strata foundation ring girder and lower floor's body of wall;
2), in the steel wire net rack of CL network frame plate, hydroelectric line is laid;
3), in CL network frame plate both sides, wall form is installed, concrete steps are: eject template before a. model sheetinstallat with regard to bit line, with mortar levelling outside wall, are cleaned out by foreign material before formwork, the large mould end opening of body of wall pastes sponge strip, to prevent template through-wall bolt height infraversion malposition and end opening running pulp; B. all wall forms before installing are cleaned out plate face, and uniform application release agent; C. before propping up wall mould, first prop up a window opening template, a door window opening template Zhi Haohou, the both sides lumps of wood is to support, and sponge strip is pasted in door window opening template and the large mould contact position of body of wall; D. install fixing angle mould at the corner place at two CL network frame plate turnings, sponge strip is pasted in the contact position of angle mould and the large mould of body of wall; E. then lift the large mould of body of wall, through-wall bolt is installed, makes between CL network frame plate and each template of both sides, to form entirety, then adjusted position and the verticality of the large mould of body of wall in body of wall large mould biside plate face by bearing diagonal;
4), to the inner concreting of CL network frame plate, reach after requirement until concrete setting, stripping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510615036.5A CN105386538A (en) | 2015-09-18 | 2015-09-18 | CL composite concrete shear wall construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510615036.5A CN105386538A (en) | 2015-09-18 | 2015-09-18 | CL composite concrete shear wall construction process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105386538A true CN105386538A (en) | 2016-03-09 |
Family
ID=55419268
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510615036.5A Pending CN105386538A (en) | 2015-09-18 | 2015-09-18 | CL composite concrete shear wall construction process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105386538A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100360A (en) * | 2017-06-21 | 2017-08-29 | 山东新活新材料科技有限公司 | Heat-preserving wall is with aluminum dipping form board connecting structure and utilizes its insulation wall construction method |
| CN108505645A (en) * | 2018-03-27 | 2018-09-07 | 黄河科技学院 | CL compound concrete shear wall cast in situs construction methods |
| CN108797846A (en) * | 2018-06-27 | 2018-11-13 | 中铁四局集团建筑工程有限公司 | A kind of insulation construction integrated exterior wall heat preservation board construction method |
| CN116446566A (en) * | 2023-04-06 | 2023-07-18 | 中铁广州工程局集团有限公司 | CL wall structure |
| CN116556553A (en) * | 2023-05-26 | 2023-08-08 | 江苏恒尚节能科技股份有限公司 | Construction device and construction method for heat-insulating refractory curtain wall |
-
2015
- 2015-09-18 CN CN201510615036.5A patent/CN105386538A/en active Pending
Non-Patent Citations (2)
| Title |
|---|
| 渠运国等: "CL剪力墙结构体系的施工技术", 《天津建设科技》 * |
| 王久军 等: "《主体结构工程施工》", 29 February 2012 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100360A (en) * | 2017-06-21 | 2017-08-29 | 山东新活新材料科技有限公司 | Heat-preserving wall is with aluminum dipping form board connecting structure and utilizes its insulation wall construction method |
| WO2018233023A1 (en) * | 2017-06-21 | 2018-12-27 | 山东新活新材料科技有限公司 | Aluminum formwork connecting structure for heat insulating wall and construction method of heat insulating wall using same |
| CN108505645A (en) * | 2018-03-27 | 2018-09-07 | 黄河科技学院 | CL compound concrete shear wall cast in situs construction methods |
| CN108797846A (en) * | 2018-06-27 | 2018-11-13 | 中铁四局集团建筑工程有限公司 | A kind of insulation construction integrated exterior wall heat preservation board construction method |
| CN116446566A (en) * | 2023-04-06 | 2023-07-18 | 中铁广州工程局集团有限公司 | CL wall structure |
| CN116446566B (en) * | 2023-04-06 | 2024-01-23 | 中铁广州工程局集团有限公司 | CL wall structure |
| CN116556553A (en) * | 2023-05-26 | 2023-08-08 | 江苏恒尚节能科技股份有限公司 | Construction device and construction method for heat-insulating refractory curtain wall |
| CN116556553B (en) * | 2023-05-26 | 2023-11-14 | 江苏恒尚节能科技股份有限公司 | Construction device and construction method for heat-insulating refractory curtain wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160309 |