CN108457469A - A kind of concrete structure construction method with assembled masonry filler wall - Google Patents
A kind of concrete structure construction method with assembled masonry filler wall Download PDFInfo
- Publication number
- CN108457469A CN108457469A CN201710092021.4A CN201710092021A CN108457469A CN 108457469 A CN108457469 A CN 108457469A CN 201710092021 A CN201710092021 A CN 201710092021A CN 108457469 A CN108457469 A CN 108457469A
- Authority
- CN
- China
- Prior art keywords
- wall
- assembled
- cushion block
- piece
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 33
- 239000000945 filler Substances 0.000 title claims abstract description 14
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 23
- 238000000034 method Methods 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 238000002360 preparation method Methods 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 5
- 239000011449 brick Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 2
- 229910052742 iron Inorganic materials 0.000 claims 1
- 238000009415 formwork Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- 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
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- 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
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- 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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The invention discloses a kind of concrete structure construction methods with assembled masonry filler wall.Specially：In floor（5）Upper placement gasket（8）With laying mortar（9）, then lift filling wall（1）, after the completion of waiting for wall lifting, assembled is filled wall（1）With shear wall or frame column（2）It is connected and fixed, then in filling wall（1）Wall top places cushion block（3）, cushion block（3）Use timber wedge（7）It levels up, then in cushion block（3）Zhi Liliang templates bed die above（4）With beam forms side form（6）, pouring reinforcement concrete beam after the completion of formwork support arrangement is waited for, by regulation form removal when arriving concrete curing to form removal prescribed strength.The present invention can solve the problems, such as that the beam forms on assembled filling wall removes difficulty, avoid beam forms demolishing process and destroyed caused by assembled fills wall, and construction efficiency is high, and labor intensity is low, can be widely applied to the construction of assembled architecture filling wall.
Description
Technical field
The present invention relates to construction engineering technical fields, the especially construction method of the beam on assembled filling wall top.
Background technology
Building filling wall is the enclosed structure of building, and amount is big and wide, sound insulation, heat-insulated, intensity, fire prevention, moisture-proof, anti-
The performances such as water directly affect the performance and security performance of building.In recent years, with the continuous propulsion of building industrialization and dress
Fast development with formula building, in addition tradition is using in the filling wall work progress manually built by laying bricks or stones, there are labor cost height, labor
The shortcomings of fatigue resistance is big, time-consuming length, complicated construction technique and construction quality and construction cost not easy to control, assembled fills wall
It is in the starting stage of development, from the point of view of current assembled fills the development and application of wall, assembled fills wall, and there are wall tops
The phenomenon that upper beam form removable is difficult, and form removal causes assembled to fill wall wall damage.
In consideration of it, the beam forms for how filling wall top to solve assembled by some technical measures easy for construction is torn open
Process is difficult and avoids the problem that masterplate dismounting damages assembled filling wall wall, is a technology urgently to be resolved hurrily
Problem.
Invention content
The present invention provides a kind of concrete structure construction method with assembled masonry filler wall, and gasket is installed on floor
Be laid with mortar, then lift assembled filling wall, after formula to be assembled filling wall lifting is completed and is fixed, assembled filling wall and
Shear wall or frame column are connected and fixed, and then place cushion block in assembled filling wall wall top, cushion block is leveled up with timber wedge, then in cushion block
Zhi Liliang templates bed die and beam forms side form above wait for pouring reinforcement concrete beam after the completion of formwork support arrangement, arrive concrete curing
To form removal when form removal prescribed strength.Its construction procedure is as follows:
（a）Preparation of construction：Technique preparation, preparation at the construction site, construction equipment prepare, and material prepares, and logistics prepares；
（b）It places gasket and is laid with mortar：Before assembled filling wall wall piece lifting, pad is placed by drawing in installation wall piece position
Piece, to ensure that assembled fills the levelness of wall wall piece and absolute altitude meets the requirements；
（c）It is laid with mortar：After placing gasket and checking, it is laid with mortar；
（d）Place cushion block：Assembled filling wall after being connected and fixed with floor, shear wall or frame column or shear wall places pad
Block；
（e）Wall piece lifts：Mortar carries out the lifting of assembled filling wall wall piece after the completion of being laid with, lift to above installation site 20
When ~ 50cm, assembled filling wall wall piece is manually buttressed, then slowly falls, when falling to position height 5cm or so, judges wall
After piece position is correct, wall piece is made to take mortar；
（f）Wall piece is fixed and is connected：Assembled is fixed after filling wall wall piece rigging out, fixes after-pouring shear wall or frame
Column, and connect with assembled filling wall wall piece；
（g）Place cushion block：It is uniformly spaced at equal intervals cushion block above assembled filling wall wall piece；
（h）Leveling block：Cushion block timber wedge leveling；
（i）Installation form：Zhi Liliang templates bed die and beam forms side form on cushion block；
（j）Casting concrete：Pouring reinforcement concrete beam simultaneously conserves；
（k）Remove beam forms side form：After concrete strength reaches side form form removal prescribed strength, beam forms side form is removed；
（l）Remove beam form plate bed die：After concrete strength reaches bed die form removal prescribed strength, timber wedge is taken away, cushion block loosens recession
Walk cushion block（3）, beam form plate bed die is removed after withdrawing cushion block.
The assembled filling wall is using concrete segment, concrete heat-insulating block or energy-saving building blocks in factory industry
It builds by laying bricks or stones and forms assembled filling wall wall piece；The material preparation includes assembled filling wall wall piece, mortar, gasket, cushion block, beam
Template bed die and beam forms side form；The gasket set-up mode is as follows:Measure the basis at every assembled filling wall wall piece both ends
The absolute altitude in face, and peak is measured, using peak as standard point, one piece of most thin gasket is placed, all gaskets are disposably placed
It finishes, then lifts assembled and fill wall wall piece；The gasket places two gaskets in every assembled filling wall wall under piece,
Placement location is preferably diagonally placed, and after the completion of placement, two pieces of gaskets are detected whether on another horizontal plane with vertical checkout ruler；It is described
When mortar should ensure that full uniform laying, and periphery is not laid at gasket；The cushion block uses the above concrete using intensity
The concrete block poured；The beam form plate bed die and beam forms side form use plank sheathing or steel form, and meet intensity, rigidity and
Stability requirement.
In conclusion a kind of concrete structure construction method with assembled masonry filler wall provided by the invention have with
Lower technique effect：
A, assembled filling wall wall be prefabricated in the factory, the building block for precast wall body can be used common building block, energy-saving building blocks or
Insulation blocks, wall are incidentally worth height, and building wall quality is high；
When b, removing beam bottom mother plate, scotch need to be only pumped, cushion block removes cushion block after loosening, and beam bottom mother plate can be removed easily, and
And form removal does not impact assembled filling wall；
C, entire work progress simple and convenient can promote the application of assembled wall and promote the step of building industrialization development
It cuts down.
Description of the drawings
Fig. 1 is stereoscopic schematic diagram of the present invention；
Fig. 2 is the front view of Fig. 1；
Fig. 3 is the side view of Fig. 1.
In figure：
1-assembled fills wall, 2-shear walls or frame column；3-cushion blocks, 4-beam form plate bed dies, 5-floors, 6-beam forms
Side form, 7-timber wedges, 8-gaskets, 9-mortars.
Specific implementation mode
With reference to embodiment, the present invention will be further described：
Embodiment 1
Embodiment is for a frame structure one fills the construction of wall roof beam, and shown in Fig. 1, Fig. 2 and Fig. 3, specific implementation walks
It is rapid as follows：
（1）Preparation of construction：Technique preparation, preparation at the construction site, construction equipment prepare, and material prepares, and logistics prepares；
（2）It places gasket and is laid with mortar：Wall is filled in assembled（1）Before the lifting of wall piece, placed by drawing in installation wall piece position
Gasket（8）, to ensure that assembled fills wall（1）The levelness and absolute altitude of wall piece meet the requirements；
（3）It is laid with mortar：Place gasket（8）And after checking, it is laid with mortar（9）；
（4）Place cushion block：Assembled filling wall after being connected and fixed with floor, shear wall or frame column or shear wall places pad
Block（3）；
（5）Wall piece lifts：Mortar（9）Assembled is carried out after the completion of being laid with fills wall（1）The lifting of wall piece, lifting to installation site
When 20 ~ 50cm of top, assembled filling wall is manually buttressed（1）Then wall piece slowly falls, left when falling to position height 5cm
The right side makes wall piece take mortar after judging that wall piece position is correct（9）；
（6）Wall piece is fixed and is connected：Assembled fills wall（1）It is fixed after wall piece rigging out, fix after-pouring shear wall or
Frame column（2）, and fill wall with assembled（1）Wall piece connects；
（7）Place cushion block：Wall is filled in assembled（1）Uniformly it is spaced at equal intervals cushion block above wall piece（3）；
（8）Leveling block：Cushion block（3）Use timber wedge（7）Leveling；
（9）Installation form：The Zhi Liliang templates bed die on cushion block（4）With beam forms side form（6）；
（10）Casting concrete：Pouring reinforcement concrete beam simultaneously conserves；
（11）Remove beam forms side form：After concrete reaches form removal prescribed strength, beam forms side form is removed（6）；
（12）Withdraw cushion block：Take timber wedge away（7）, cushion block（3）Cushion block is withdrawn after loosening（3）；
（13）Remove beam form plate bed die：Beam form plate bed die is removed after withdrawing cushion block（4）.
Above-mentioned accompanying drawings and embodiments are merely to illustrate that the application is more preferably a kind of, are not constituted to the protection domain of the application
Any restrictions, those skilled in the art carries out common variations and alternatives within the scope of the present invention program should all be included in this hair
Within bright protection domain.
Claims (9)
1. a kind of concrete structure construction method with assembled masonry filler wall, it is characterised in that：Floor（5）Upper installation gasket
（8）With laying mortar（9）, then lift assembled filling wall（1）, formula filling wall to be assembled（1）After lifting is completed and fixed, dress
Wall is filled with formula（1）With shear wall or frame column（2）It is connected and fixed, then fills wall in assembled（1）Wall top places cushion block
（3）, cushion block（3）Use timber wedge（7）It levels up, then in cushion block（3）Zhi Liliang templates bed die above（4）With beam forms side form（6）, wait for mould
Pouring reinforcement concrete beam after the completion of plate Zhi Li, form removal when arriving concrete curing to form removal prescribed strength.
2. a kind of concrete structure construction method with assembled masonry filler wall according to claim 1, it is characterised in that：
Include the following steps successively：
（a）Preparation of construction：Including technique preparation, preparation at the construction site, construction equipment prepares, and material prepares, and logistics prepares；
（b）It places gasket and is laid with mortar：Wall is filled in assembled（1）Before the lifting of wall piece, placed by drawing in installation wall piece position
Gasket（8）, to ensure that assembled fills wall（1）The levelness and absolute altitude of wall piece meet the requirements；
（c）It is laid with mortar：Place gasket（8）And after checking, it is laid with mortar（9）；
（d）Place cushion block：Assembled filling wall after being connected and fixed with floor, shear wall or frame column or shear wall places pad
Block（3）；
（e）Wall piece lifts：Mortar（9）Assembled is carried out after the completion of being laid with fills wall（1）The lifting of wall piece, lifting to installation site
When 20 ~ 50cm of top, assembled filling wall is manually buttressed（1）Then wall piece slowly falls, left when falling to position height 5cm
The right side makes wall piece take mortar after judging that wall piece position is correct（9）；
（f）Wall piece is fixed and is connected：Assembled fills wall（1）It is fixed after wall piece rigging out, fix after-pouring shear wall or
Frame column（2）, and fill wall with assembled（1）Wall piece connects；
（g）Place cushion block：Wall is filled in assembled（1）Uniformly it is spaced at equal intervals cushion block above wall piece（3）；
（h）Leveling block：Cushion block（3）Use timber wedge（7）Leveling；
（i）Installation form：The Zhi Liliang templates bed die on cushion block（4）With beam forms side form（6）；
（j）Casting concrete：Pouring reinforcement concrete beam simultaneously conserves；
（k）Remove beam forms side form：After concrete strength reaches side form form removal prescribed strength, beam forms side form is removed（6）；
（l）Remove beam form plate bed die：After concrete strength reaches bed die form removal prescribed strength, timber wedge is taken away（7）, cushion block（3）Pine
Cushion block is withdrawn after dynamic（3）, beam form plate bed die is removed after withdrawing cushion block（4）.
3. a kind of concrete structure construction method with assembled masonry filler wall according to claim 1, it is characterised in that：
The assembled fills wall（1）It is to be built by laying bricks or stones in factory industry using concrete segment, concrete heat-insulating block or energy-saving building blocks
And form assembled filling wall wall piece.
4. a kind of concrete structure construction method with assembled masonry filler wall according to claim 2, it is characterised in that：
The material preparation includes assembled filling wall（1）Wall piece, mortar（9）, gasket（8）, cushion block（3）, beam form plate bed die（4）And beam
Template side form（6）.
5. a kind of concrete structure construction method with assembled masonry filler wall according to claim 1, it is characterised in that：
The gasket（8）Set-up mode is as follows:Measure every assembled filling wall（1）The absolute altitude of the base surface at wall piece both ends, and measure
Peak places one piece of most thin gasket using peak as standard point, and all gaskets are disposably placed and finished, then lifting dress
Wall is filled with formula（1）Wall piece.
6. a kind of concrete structure construction method with assembled masonry filler wall according to claim 1, it is characterised in that：
The gasket（8）Wall is filled in every assembled（1）Wall under piece places two gaskets（8）, placement location preferably diagonally places, puts
After the completion of setting, two pieces of gaskets are detected whether on another horizontal plane with vertical checkout ruler.
7. a kind of concrete structure construction method with assembled masonry filler wall according to claim 1, it is characterised in that：
The mortar（9）When should ensure that full uniform laying, and in gasket（8）Place periphery is not laid with.
8. a kind of concrete structure construction method with assembled masonry filler wall according to claim 1, it is characterised in that：
The cushion block（3）Using the concrete block of high intensity, the cushion block of wooden unit, iron block or other equality strengths.
9. a kind of concrete structure construction method with assembled masonry filler wall according to claim 1, it is characterised in that：
The beam form plate bed die（4）With beam forms side form（6）Using plank sheathing or steel form, and meet intensity, rigidity and stability requirement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710092021.4A CN108457469A (en) | 2017-02-21 | 2017-02-21 | A kind of concrete structure construction method with assembled masonry filler wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710092021.4A CN108457469A (en) | 2017-02-21 | 2017-02-21 | A kind of concrete structure construction method with assembled masonry filler wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108457469A true CN108457469A (en) | 2018-08-28 |
Family
ID=63228867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710092021.4A Pending CN108457469A (en) | 2017-02-21 | 2017-02-21 | A kind of concrete structure construction method with assembled masonry filler wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108457469A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518838A (en) * | 2018-11-29 | 2019-03-26 | 承德绿建建筑节能科技有限公司 | A kind of construction for internal partition for building structure |
| CN109680829A (en) * | 2018-12-12 | 2019-04-26 | 唐山学院 | Girder steel, steel column and the fabrication and installation method for filling wall integrated component |
| CN109853956A (en) * | 2019-04-10 | 2019-06-07 | 河南五建第二建筑安装有限公司 | Residential building construction method |
| CN110439290A (en) * | 2019-07-10 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of prefabricated concrete structure construction method |
| CN113136991A (en) * | 2021-04-27 | 2021-07-20 | 申保军 | Connection method for filling gaps between wall and main structure beam |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1078524A (en) * | 1992-05-04 | 1993-11-17 | 范家声 | Brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method and device |
| CN102505779A (en) * | 2011-11-10 | 2012-06-20 | 沈汉杰 | Block type wall system assembled by hoisting and construction method thereof |
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
-
2017
- 2017-02-21 CN CN201710092021.4A patent/CN108457469A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1078524A (en) * | 1992-05-04 | 1993-11-17 | 范家声 | Brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method and device |
| CN102505779A (en) * | 2011-11-10 | 2012-06-20 | 沈汉杰 | Block type wall system assembled by hoisting and construction method thereof |
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518838A (en) * | 2018-11-29 | 2019-03-26 | 承德绿建建筑节能科技有限公司 | A kind of construction for internal partition for building structure |
| CN109680829A (en) * | 2018-12-12 | 2019-04-26 | 唐山学院 | Girder steel, steel column and the fabrication and installation method for filling wall integrated component |
| CN109853956A (en) * | 2019-04-10 | 2019-06-07 | 河南五建第二建筑安装有限公司 | Residential building construction method |
| CN110439290A (en) * | 2019-07-10 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of prefabricated concrete structure construction method |
| CN113136991A (en) * | 2021-04-27 | 2021-07-20 | 申保军 | Connection method for filling gaps between wall and main structure beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108457469A (en) | A kind of concrete structure construction method with assembled masonry filler wall | |
| CN103615110B (en) | Random oblique netted nine-squares beam Hyperbolic Roof construction method | |
| CN103590602B (en) | The construction method of cast-in-place concrete hollow building roof | |
| CN105804395B (en) | Stair continuously poured in one molding construction method based on monoblock type typified form | |
| CN206233563U (en) | A kind of subsided rest room internal model system | |
| CN105863253A (en) | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method | |
| CN106639319A (en) | Rotten root prevention construction method for shear walls, columns and other concrete vertical structures | |
| CN105178604A (en) | Construction method of assembly type superimposed floor slab | |
| CN108914780A (en) | A kind of bridge tall pier and thin wall hydraulic sliding mould construction method | |
| CN110080454A (en) | LPM light filling body Construction of Cast-in-situ Concrete Hollow | |
| CN105649248B (en) | Prefabricated PC concrete core slab and Cast-in-situ Beam integral construction method | |
| CN104074141A (en) | Construction method for small-radius curve fish belly type continuous box girder | |
| CN107401279A (en) | Disposable one-piece casting staircase wall ladder combined steel formwork installation construction method | |
| CN103276894A (en) | Support system of large-cross-section girder transfer floor of hollow floor system and construction technology | |
| CN110528739A (en) | FS keeps the temperature the integrated construction technique of exterior sheathing, aluminum alloy mould plate and climbing frame | |
| CN104213708A (en) | Integral construction method of anchor bolt-free fireproof wall | |
| CN111663770B (en) | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold | |
| CN206888264U (en) | Dividing wall between a kind of complete prefabricated scissors ladder waist slab | |
| CN102605988B (en) | Synchronous construction method for chimney lining external concrete | |
| CN104131635B (en) | Method and platform for constructing peripheral shear wall of prefabricated staircase | |
| CN115126254A (en) | Construction method of assembled composite floor slab support | |
| CN205035732U (en) | Interim support of combined type bridge | |
| CN106869387A (en) | Multi-ribbed plate Structural Floor System HZ concrete film construction methods | |
| CN205954969U (en) | PK design fetal membrane rib floor | |
| CN110965769A (en) | Building floor bathroom falls board construction template device in building |
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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180828 |