CN101858114A - Construction method for cast-in-place integral light-weight partition wall - Google Patents
Construction method for cast-in-place integral light-weight partition wall Download PDFInfo
- Publication number
- CN101858114A CN101858114A CN200910131186A CN200910131186A CN101858114A CN 101858114 A CN101858114 A CN 101858114A CN 200910131186 A CN200910131186 A CN 200910131186A CN 200910131186 A CN200910131186 A CN 200910131186A CN 101858114 A CN101858114 A CN 101858114A
- Authority
- CN
- China
- Prior art keywords
- wall
- template
- adopt
- construction
- concrete
- 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
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The invention discloses a construction method for an interior partition wall. The construction of the partition wall is characterized by comprising the following steps: erecting templates at both sides of a wall body, and fixing the templates by using outside removable keels; and then casting light aggregate concrete or manufactured-in-place aerated concrete in the templates so as to cast the wall body into an complete whole, wherein the permanent templates can be made of thistle boards, plastic boards, cement boards or insulation boards; the casting of the light aggregate concrete is transferred by a booster pump; and the casting of the concrete can be started from the lower part, middle part or the upper part of the wall body until the concrete is spread all over the whole wall body. The wall body constructed by using the method meets the requirements of light weight, sound insulation and heat insulation for the traditional partition wall, and simultaneously, the common quality problems of plastering, wall surface cracking and poor earthquake resistance in the construction of the traditional partition wall are avoided or reduced because of the one-piece casting. Meanwhile, by erecting the permanent templates in the construction of the wall body, the molded wall surface is smooth and level, and the floated coat construction is omitted, thereby greatly raising the construction speed of the wall body, and lowering the construction cost.
Description
One, technical field
The present invention relates to a kind of job practices of building partition, its characteristics are that the partition wall body of wall at first adopts template to prop up to take, template is fixing to adopt detachable outer keel to fix, between template, carry and pouring light aggregate concrete or gas concrete then, make whole partition wall body of wall form a complete structure with compression pump.Take body of wall and can adopt permanent formwork or impermanency template with template.
Two, technical background
At present inside and outside partition wall of residential building and building for working is mainly the haydite concrete hollowcore slab, Haydite bricks is built by laying bricks or stones or the gas concrete piece is built by laying bricks or stones and formed.Have individually and adopt other job practicess, as: smear pea gravel concrete after adopting the assembling reinforcement net, smear cement screedn again after forming skeleton; Or in partition wall, fill, and hang method such as plaster behind the gauze wire cloth with rock wool.But above each job practices all in various degree have common quality defect phenomenons such as plaster cracking, hollowing, seam crossing cracking.Now along with the owner of developer and house-purchase raising and intensified competition of the same trade, force construction enterprises to have to drop into the generation that a large amount of financial resources and material resources reduce or stop above institute upgrading amount common fault to the commercial house quality requirement.Taking various measures (to be mainly and to add glass fiber net, hang gauze wire cloth even paste dacron cloth etc.), but still therefore the generation that can not stop common quality defect fully just need take a brand-new job practices to replace traditional job practices, to reach the purpose of the generation that reduces common quality defect.
Three, summary of the invention
The objective of the invention is to take template by at first propping up on the body of wall both sides, between template, directly build packing materials such as light aggregate concrete or gas concrete then, make body of wall form an overall structure, thereby reach the generation of common quality defects such as reducing wall hollow drum, cracking.Also can reach the speed of application of accelerating partition wall simultaneously, reduce construction cost, strengthen the purpose of partition wall anti-seismic performance.
Main construction method is
1, at first on ground and top board, emit the body of wall position line, the electric box and the fulgurite that are embedded in advance in the body of wall installed by the body of wall position line, and adjust qualified.
2, fix Template Location embedded part in metope, ground and top board bottom with expansion bolt according to the body of wall position line, the location embedded part adopts angle steel or light-gauge steel section processing and fabricating to form, and size is advisable with 100mm.Place spacing and be not more than 600mm, must the placement positioning embedded part in form joint place.
3, body of wall need be strengthened handling, and will strengthen gauze wire cloth sleeper, the reinforcing bar sleeper of usefulness earlier, or the single or double parallel that adds is fixed in stiffened wire lath sheet, reinforced mesh and base plate and the top board of metope.
4, body of wall one side template (permanent formwork) and location embedded part are carried out temporary fixed with wood screw, place embedded part or woodbox in corresponding position (doorway, window and hot-water heating equipment need be laid the embedded part place) according to construction drawing.The reinforcing wall template is put on split bolt.And on bolt, package sleeve pipe, so that the dismounting of bolt.
5, body of wall opposite side template (permanent formwork) is placed after, at body of wall two edge-on reinforcing template outer keels, pass split bolt behind body of wall two anti-rolling chocks and tighten.With bearing diagonal template is reinforced, and adjust the body of wall verticality.
6, when body of wall adopts the impermanency template, template can be fixed together with the reinforcing keel, forms one and finishes template system, props up when taking body of wall the template that assembles back in place is got final product with the split bolt reinforcing.Other job practicess are with 1,2,3,4,5.
7, in the punching of body of wall top one end, be advisable can penetrate grout pipe in the aperture, stays a steam vent at body of wall other end top simultaneously.Injected hole also can be retained in the bottom or the middle part of body of wall.When body of wall is long, can adopt body of wall is divided into some unit of building, build in batches.When body of wall is too high, can carry out placement layer by layer.
8, Grouting Pipe is penetrated in the injected hole, with the light aggregate concrete that stirs or gas concrete by the slurry filling machine injection wall body.Should notice during slip casting checking whether template has distortion and bloated mould phenomenon.Use the hand hammer tapping template simultaneously, check whether grouting normally reaches the grouting height.
When 9, treating that other end steam vent place has slurries to flow out, then body of wall is built and is finished.During placement layer by layer, secondary carries out after being cast in and once pouring into starchization and sink in fact, reserves injected hole and steam vent when secondary is built equally on template, and casting method is still described by the 7th.
10, treat that packing material intensity reaches the collapsible die requirement within the walls after, the just dismountable permanent formwork outside is supported with keel and split bolt.During for employing impermanency template, template and keel are together removed and are got final product.
11, should check body of wall with hand hammer once more after the form removable, see if there is and do not fill closely knit place that adopt electric drill to make a call to two eyes respectively above the cavity to no slurry place, one is grouting, one is exhaust usefulness, once more slip casting is carried out in the part and handles.Bolt hole then adopts stiff mortar shutoff closely knit.
12, other thin portion practices:
(1) place, doorway should install the door opening template, adopts gypsum plank or cement board equally, and the centre adds to support and fixes.When the pre-buried anticorrosion woodbox in door opening place or other embedded parts, adopt wood screw and template face to fix, particular location need be determined by practice of construction.
(2) various electric wire box place adopts saw blade to saw out and the corresponding to hole of box size, makes electric box concordant with metope template crust.Obturage with adhesive tape in the place, slit.
(3) door opening and top lintel place add constructional column and the lintel of being made by steel wire or φ 4 reinforcing bars respectively.
(4) thicker body of wall can completely be hung gauze wire cloth between constructional column after the wall structure post install, close two side templates again, thereby increases the cracking resistance and the integrality of wall of body of wall.
When (5) being incubated outside exterior wall has, the heat insulating material of available bulk is built with outer insulation simultaneously as template, has so promptly reduced the common fault of wall crazing, also makes simultaneously to be incubated with body of wall outside outer the subsides to fuse, and avoids adhering heat insulating plate layer disadvantage easy to crack.
(6) body of wall of this kind method construction has a disadvantage to be noted, that is exactly when the body of wall slurry is annotated to the top, is difficult for contacting closely knit with top board.Processing method is, the body of wall slurry is injected into the following 100mm of top board place, stops construction, treat the slurry sclerosis and heavy real after, secondary is built with top again.When secondary was built, slurry should suitably thicken the soup, and with certain pressure injection.
13, the composition of light aggregate concrete: be mainly cement, medium sand, flyash, expanded perlite or poly-stupid particle, short glass fiber, flaxen fiber or other fibrous materials that easily combines, can suitably add a small amount of lime cream, water reducing agent and air entrained agent for increasing the grouting agent flowability with cement.Concrete proportioning should what reach thickness of wall body and requirement of strength by actual major ingredient, and are definite through testing, and have good fluidity and intensity to be as the criterion to guarantee slurry.
14, when thickness of wall body during, can increase the haydites of book structure ball in the main material, when taking and reinforcing permanent template, split bolt and support keel should be encrypted simultaneously greater than 100mm.
15,, should establish the reinforcing bar sleeper and reinforce at corner, T-shaped node, the cross node place of body of wall for overlength, super high or ultra thick wall body.Also can prolong metope for the reinforcement integrality of wall single or double steel fabric sheet is set, body of wall is reinforced.
This job practices and conventional construction method are compared the back find that the major advantage of its existence is:
1, the body of wall surface layer adopts gypsum plank or cement board, and itself just has stronger tensile strength, can effectively reduce because of inner grouting agent shrinks the internal stress of producing, thereby reduce the metope cracking.
2, the inner packing material sclerosis of body of wall back forms an integral body, thereby when effectively having prevented other internal partition wall assembly units, the disadvantage of assembly unit dry joint place cracking.
3, be added with the cracking resistance short fiber in the filling materials for wall body, thereby reduce and reduce the shrinkage stress of son because of producing in the hardening of cement process.
4, construction speed has been accelerated in the equal moulding of body of wall surface layer and body of wall greatly.Metope is a sheet forming simultaneously, and the plate face quality after its top application worker finishes also is significantly improved.
5, with the method body of wall of constructing, because of body of wall is an integral body, therefore improved the anti-seismic performance of body of wall greatly, add insulation and the heat-proof quality that heat insulating material has also increased body of wall simultaneously simultaneously in the grouting material.
Four, description of drawings
Fig. 1, curtain wall structure are formed stereogram
Fig. 2, partition wall template are propped up and are taken and reinforce composition diagram
Among the technical scheme figure: 1 permanent formwork 2, body of wall strengthen with steel fabric sheet or reinforced mesh 3, body of wall inserts (light aggregate concrete or gas concrete) 4, Template Location embedded part 5, steam vent 6, injected hole 7, room top board 8, formwork reinforcement with keel 9, formwork reinforcement with support 10, formwork reinforcement is with split bolt 11, stone bolt 12, room base plate
Five, the specific embodiment
Among Fig. 1 and Fig. 2: 1 is permanent formwork, can adopt Thistle board, cement board, poly-stupid plate, plastic plate.2 strengthen adopting when body of wall is long or too high with steel fabric sheet or reinforced mesh for body of wall, act as and strengthen strength of wall body and globality.3 is body of wall inserts (light aggregate concrete or gas concrete), adopts compression pump to carry, by injected hole 6 with in the inserts injection wall body.4 is the Template Location embedded part, and effect is to be convenient to that template is installed and Template Location is accurate.5 steam vents, effect are when building the body of wall inner filling material air to be discharged.6 injected holes can be reserved at wall bottom, pars intermedia or top.8, formwork reinforcement keel play the effect of reinforcing template, can adopt materials such as shaped steel, aluminium extruded sections, timber to manufacture.9 formwork reinforcements are with supporting, and effect is the verticality of regulating template, formwork reinforcement is supported with keel 8.10 formwork reinforcement split bolts, reinforcing template prevents the mould that expands.11 stone bolt are regulated the template verticality.
Claims (9)
1. partition wall job practices, it is characterized in that at first adopting template to prop up on the body of wall two sides is barricaded as type, adopt dismountable outer outer keel support frame to reinforce, between template, adopt inserts to build moulding then, make body of wall after the inserts sclerosis, become a complete integral body.
2. according to the preparation method of the described template of claim 1, it is characterized in that:
A, wall form adopt the impermanency template to prop up and take, and build and finish, and after the material sclerosis to be filled, impermanency template and outer keel support frame are removed, and form body of wall.
B, wall form adopt permanent formwork to prop up and take, and after material to be filled is built and hardened, the permanent formwork support frame are removed the complete body of wall of the common formation of permanent formwork and inserts.
3. according to claim 1, inserts adopts light aggregate concrete, gas concrete.
4. according to claim 1, building of light aggregate concrete adopts the body of wall bottom to stay injected hole, and steam vent is stayed at the top, and light aggregate concrete and gas concrete adopt force (forcing) pump to build.
5. according to claim 1, the end that adopts body of wall top or middle part of building of light aggregate concrete is reserved injected hole, and body of wall is reserved steam vent than far-end, and building of light aggregate concrete adopts force (forcing) pump to be built by body of wall one side.
6. according to claim 1, when body of wall length or height are big, can be at body of wall corner, T-shaped node, cross node place establishes the gauze wire cloth sleeper or the reinforcing bar sleeper is reinforced.
7. according to claim 1, when body of wall length or height are big, be provided with single in the body of wall or double parallel is reinforced in the steel fabric sheet or the reinforced mesh of metope.
8. according to claim 1, when body of wall is long, can adopt the segmentation casting method to finish the work of building, when body of wall is too high, can adopt the placement layer by layer method to finish the work of building.
9. according to claim 1, adopt this kind method can construct greater than the body of wall of all thickness of 2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910131186A CN101858114A (en) | 2009-04-07 | 2009-04-07 | Construction method for cast-in-place integral light-weight partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910131186A CN101858114A (en) | 2009-04-07 | 2009-04-07 | Construction method for cast-in-place integral light-weight partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101858114A true CN101858114A (en) | 2010-10-13 |
Family
ID=42944253
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200910131186A Pending CN101858114A (en) | 2009-04-07 | 2009-04-07 | Construction method for cast-in-place integral light-weight partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101858114A (en) |
Cited By (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102312578A (en) * | 2011-07-08 | 2012-01-11 | 付强 | Integral vibration-free pouring and constructing method and application, mold and equipment thereof |
| CN102477778A (en) * | 2010-11-25 | 2012-05-30 | 欧文斯科宁知识产权资产有限公司 | Prefabricated heat-retaining composite plate and assembly, prefabricating method and mould profile thereof as well as template and concrete slab comprising composite plate |
| CN102900232A (en) * | 2012-08-20 | 2013-01-30 | 天津东正测控技术发展有限公司 | Light steel structure aerated concrete on-site pouring construction process and special device thereof |
| CN103097620A (en) * | 2010-08-02 | 2013-05-08 | 阿尔弗雷德·雷德尔贝尔格 | Method for producing prefabricated structural parts |
| CN103726587A (en) * | 2013-12-28 | 2014-04-16 | 北京工业大学 | Cross-shaped pillar frame built-in rebar supporting light building block wall and manufacturing method |
| CN103953136A (en) * | 2013-09-23 | 2014-07-30 | 夏榆凌 | Method and device for manufacturing foamed plaster block cast-in-situ wall |
| CN103967269A (en) * | 2013-01-24 | 2014-08-06 | 青岛玮玛固得新材料科技有限公司 | Permanent thermal insulation composite framework for reinforced concrete, and construction method thereof |
| CN104790568A (en) * | 2015-04-23 | 2015-07-22 | 奥克森（北京）新材料科技有限公司 | Building formwork construction method |
| CN104806016A (en) * | 2014-01-28 | 2015-07-29 | 张允强 | Construction method of cast-in-situ gypsum compound insulation wall |
| 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 |
| CN104929280A (en) * | 2015-07-02 | 2015-09-23 | 中建六局土木工程有限公司 | Pouring method for cast-in-place light heat preservation and sound insulation filler wall |
| CN105525705A (en) * | 2016-01-06 | 2016-04-27 | 河南佳联新型建材有限公司 | External wall insulation sandwiched casing mold fireproof wallboard for building wall |
| CN105523739A (en) * | 2015-12-30 | 2016-04-27 | 张秋文 | Self-fermentation cement mixed mortar for walls and a constructing method thereof |
| CN105715041A (en) * | 2014-12-04 | 2016-06-29 | 中国核工业二四建设有限公司 | Concrete rough wall body formation process and mold plate |
| CN106245775A (en) * | 2016-08-03 | 2016-12-21 | 中国十七冶集团有限公司 | A kind of packaged type building model wall pallet |
| CN106592814A (en) * | 2016-12-22 | 2017-04-26 | 辽宁金帝建筑设计有限公司 | Integrally cast demolding-free self-thermal insulation wall and construction method thereof |
| CN106930532A (en) * | 2017-03-15 | 2017-07-07 | 中交第三公路工程局有限公司 | Improve the new casting method of Surface Quality of Concrete |
| CN107143146A (en) * | 2017-07-12 | 2017-09-08 | 广东建星建造集团有限公司 | Secondary structure exempts from template and exempts from plastering construction device |
| CN107246072A (en) * | 2017-07-26 | 2017-10-13 | 中国二十冶集团有限公司 | The installation method of steel construction |
| CN107747363A (en) * | 2017-09-28 | 2018-03-02 | 胡振强 | Split type easily hangs non-load bearing wall |
| CN108060745A (en) * | 2017-12-20 | 2018-05-22 | 苏州市世好建材新技术工程有限公司 | Aerated blocks assembled wall can be monitored |
| CN108166643A (en) * | 2017-12-04 | 2018-06-15 | 山东泰信幕墙工程有限公司 | For the wall plate device and installing and connecting apparatus of building |
| CN108755935A (en) * | 2018-07-27 | 2018-11-06 | 上海宝冶集团有限公司 | Tooling without mould concrete and its construction method |
| CN109113229A (en) * | 2018-09-13 | 2019-01-01 | 崔二民 | A kind of filling wall and its construction technology |
| CN110029772A (en) * | 2018-01-12 | 2019-07-19 | 程松林 | A kind of compound concrete wall cavity plate of the gypsum with flexible cladding and its manufacture mounting process |
| CN111456289A (en) * | 2020-05-16 | 2020-07-28 | 云南浩如环保科技有限公司 | Construction method of assembled steel mesh integrated composite wall |
| CN111764546A (en) * | 2020-06-15 | 2020-10-13 | 成都魔筑科技有限公司 | Construction method for cast-in-place light concrete partition wall of steel bar truss keel mark mold |
| CN112025972A (en) * | 2020-09-17 | 2020-12-04 | 中州装备制造股份有限公司 | Preparation process of building wall |
| CN113059655A (en) * | 2021-03-24 | 2021-07-02 | 中国五冶集团有限公司 | Preparation method of light building wall |
| 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 |
| CN114278091A (en) * | 2022-01-05 | 2022-04-05 | 中国地质大学（武汉） | Construction method of gypsum cast-in-place wall |
| CN114658007A (en) * | 2022-04-01 | 2022-06-24 | 中铁二十局集团第四工程有限公司 | Grooving reinforcing device and grooving reinforcing method for diaphragm wall |
-
2009
- 2009-04-07 CN CN200910131186A patent/CN101858114A/en active Pending
Cited By (36)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103097620A (en) * | 2010-08-02 | 2013-05-08 | 阿尔弗雷德·雷德尔贝尔格 | Method for producing prefabricated structural parts |
| US9175470B2 (en) | 2010-11-25 | 2015-11-03 | Owens Corning Intellectual Capital, Llc | Prefabricated thermal insulating composite panel, assembly thereof, moulded panel and concrete slab comprising same, method and mould profile for prefabricating same |
| CN102477778A (en) * | 2010-11-25 | 2012-05-30 | 欧文斯科宁知识产权资产有限公司 | Prefabricated heat-retaining composite plate and assembly, prefabricating method and mould profile thereof as well as template and concrete slab comprising composite plate |
| WO2012069016A1 (en) * | 2010-11-25 | 2012-05-31 | 欧文斯科宁知识产权资产有限公司 | Prefabricated thermal insulating composite panel, assembly thereof, moulded panel and concrete slab comprising same, method and mould profile for prefabricating same |
| CN102312578A (en) * | 2011-07-08 | 2012-01-11 | 付强 | Integral vibration-free pouring and constructing method and application, mold and equipment thereof |
| CN102900232A (en) * | 2012-08-20 | 2013-01-30 | 天津东正测控技术发展有限公司 | Light steel structure aerated concrete on-site pouring construction process and special device thereof |
| CN103967269A (en) * | 2013-01-24 | 2014-08-06 | 青岛玮玛固得新材料科技有限公司 | Permanent thermal insulation composite framework for reinforced concrete, and construction method thereof |
| CN103953136A (en) * | 2013-09-23 | 2014-07-30 | 夏榆凌 | Method and device for manufacturing foamed plaster block cast-in-situ wall |
| CN103726587A (en) * | 2013-12-28 | 2014-04-16 | 北京工业大学 | Cross-shaped pillar frame built-in rebar supporting light building block wall and manufacturing method |
| CN103726587B (en) * | 2013-12-28 | 2016-05-18 | 北京工业大学 | Cross section column frame built-in reinforced bar support light block body of wall and the practice |
| CN104806016A (en) * | 2014-01-28 | 2015-07-29 | 张允强 | Construction method of cast-in-situ gypsum compound insulation wall |
| CN105715041B (en) * | 2014-12-04 | 2018-06-15 | 中国核工业二四建设有限公司 | A kind of roughening concrete surface wall moulding process and template |
| CN105715041A (en) * | 2014-12-04 | 2016-06-29 | 中国核工业二四建设有限公司 | Concrete rough wall body formation process and mold plate |
| CN104790568A (en) * | 2015-04-23 | 2015-07-22 | 奥克森（北京）新材料科技有限公司 | Building formwork construction method |
| 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 |
| CN104929280A (en) * | 2015-07-02 | 2015-09-23 | 中建六局土木工程有限公司 | Pouring method for cast-in-place light heat preservation and sound insulation filler wall |
| CN105523739A (en) * | 2015-12-30 | 2016-04-27 | 张秋文 | Self-fermentation cement mixed mortar for walls and a constructing method thereof |
| CN105525705A (en) * | 2016-01-06 | 2016-04-27 | 河南佳联新型建材有限公司 | External wall insulation sandwiched casing mold fireproof wallboard for building wall |
| CN106245775A (en) * | 2016-08-03 | 2016-12-21 | 中国十七冶集团有限公司 | A kind of packaged type building model wall pallet |
| CN106592814A (en) * | 2016-12-22 | 2017-04-26 | 辽宁金帝建筑设计有限公司 | Integrally cast demolding-free self-thermal insulation wall and construction method thereof |
| CN106930532A (en) * | 2017-03-15 | 2017-07-07 | 中交第三公路工程局有限公司 | Improve the new casting method of Surface Quality of Concrete |
| CN107143146A (en) * | 2017-07-12 | 2017-09-08 | 广东建星建造集团有限公司 | Secondary structure exempts from template and exempts from plastering construction device |
| CN107246072A (en) * | 2017-07-26 | 2017-10-13 | 中国二十冶集团有限公司 | The installation method of steel construction |
| CN107747363A (en) * | 2017-09-28 | 2018-03-02 | 胡振强 | Split type easily hangs non-load bearing wall |
| CN108166643A (en) * | 2017-12-04 | 2018-06-15 | 山东泰信幕墙工程有限公司 | For the wall plate device and installing and connecting apparatus of building |
| CN108060745A (en) * | 2017-12-20 | 2018-05-22 | 苏州市世好建材新技术工程有限公司 | Aerated blocks assembled wall can be monitored |
| CN110029772A (en) * | 2018-01-12 | 2019-07-19 | 程松林 | A kind of compound concrete wall cavity plate of the gypsum with flexible cladding and its manufacture mounting process |
| CN108755935A (en) * | 2018-07-27 | 2018-11-06 | 上海宝冶集团有限公司 | Tooling without mould concrete and its construction method |
| CN109113229A (en) * | 2018-09-13 | 2019-01-01 | 崔二民 | A kind of filling wall and its construction technology |
| CN111456289A (en) * | 2020-05-16 | 2020-07-28 | 云南浩如环保科技有限公司 | Construction method of assembled steel mesh integrated composite wall |
| CN111764546A (en) * | 2020-06-15 | 2020-10-13 | 成都魔筑科技有限公司 | Construction method for cast-in-place light concrete partition wall of steel bar truss keel mark mold |
| CN112025972A (en) * | 2020-09-17 | 2020-12-04 | 中州装备制造股份有限公司 | Preparation process of building wall |
| CN113059655A (en) * | 2021-03-24 | 2021-07-02 | 中国五冶集团有限公司 | Preparation method of light building wall |
| 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 |
| CN114278091A (en) * | 2022-01-05 | 2022-04-05 | 中国地质大学（武汉） | Construction method of gypsum cast-in-place wall |
| CN114658007A (en) * | 2022-04-01 | 2022-06-24 | 中铁二十局集团第四工程有限公司 | Grooving reinforcing device and grooving reinforcing method for diaphragm wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101858114A (en) | Construction method for cast-in-place integral light-weight partition wall | |
| RU2336395C2 (en) | Multilayer wall panel, method for its manufacturing and method for erection of monolithic-framed building outer wall made of multilayer wall panels | |
| CN103410317A (en) | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part | |
| CN108343148B (en) | A kind of frame structure system and its construction method | |
| CN104358341A (en) | Building brickwork and masonry construction method of building brickwork | |
| CN103883026A (en) | Environment-friendly and energy-saving cast-in-place heat preservation composite outer wall system and construction method thereof | |
| CN105804292A (en) | Environment-friendly and energy-saving integrated cast-in-situ lightweight concrete wall and construction method thereof | |
| CN101302779A (en) | Cast-in-situ light composite wall | |
| CN100584560C (en) | Method for manufacturing external wallboard, internal wallboard, floor and roof board | |
| CN107313531A (en) | A kind of assembled integral shear wall connecting node and its system and its construction technology | |
| CN106894538A (en) | Filling wall and agent structure concrete integral shaping method | |
| CN210288790U (en) | Firstly assembled steel mesh frame perlite concrete heat-insulating sound-insulating fireproof partition plate | |
| CN106948600A (en) | Core column type is without the slurry accurate block masonry of air entrained concrete and its construction method | |
| CN103883022B (en) | The construction method of space enclosing structure inner-outer wall antidetonation and sound insulation cracking resistance integrated structure | |
| CN113668730A (en) | Assembled mixed recycled aggregate concrete composite wallboard and preparation method thereof | |
| CN207194226U (en) | A kind of assembled integral shear wall connecting node | |
| CN207469430U (en) | A kind of assembled arthitecutral structure | |
| CN215670510U (en) | Light-weight form-removal-free multifunctional wall body for prefabricated building | |
| CN215054296U (en) | High strength fire prevention heat preservation partition wall structure | |
| CN108149827A (en) | The compound girt strip floor of assembled with prefabricated reinforced concrete bearing | |
| CN211622088U (en) | Fireproof composite wall for protecting building | |
| CN107246106A (en) | A kind of surface cuts shaping haydite concrete prefabricated panel | |
| CN210530002U (en) | Prefabricated wall body of foam concrete | |
| CN108277907A (en) | A kind of lattice type concrete wall building block is modified the mounting process of cement polyphenyl formwork | |
| CN112144722A (en) | Fireproof floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20101013 |