CN107724565A - One kind filling wall integrated construction technique - Google Patents
One kind filling wall integrated construction technique Download PDFInfo
- Publication number
- CN107724565A CN107724565A CN201711106787.XA CN201711106787A CN107724565A CN 107724565 A CN107724565 A CN 107724565A CN 201711106787 A CN201711106787 A CN 201711106787A CN 107724565 A CN107724565 A CN 107724565A
- Authority
- CN
- China
- Prior art keywords
- filling
- wall
- supporter
- rigidity
- formwork
- 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
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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
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
Abstract
The present invention relates to one kind to fill wall integrated construction technique, and the technique includes supporter and fills the structure of wall, and supporter is at least one of column, collar tie beam and shear wall, and construction technology includes following operating procedure：Light filling thing is set in filling wall construction position, and its thickness is less than filling wall thickness, and skeleton is set in supporter structure position a,；B, fill wall and supporter structure position periphery sets formwork for placing, light filling thing is fixedly connected by part is socketed with the formwork for placing of both sides, interconnected formed by integrally casting space is formed in filling wall and supporter structure position, rigidity abatement part is preset on the inside of the formwork for placing of supporter and filling wall intersection；C, carry out pouring operation into formed by integrally casting space, form supporter and filling wall after removing formwork for placing, rigidity abatement part position forms rigidity abatement seam；The present invention significantly simplify filling wall construction procedure, can simplify the construction technology of filling wall on the basis of anti-seismic performance is ensured.
Description
Technical field
The invention belongs to technical field of buildings, is related to the filling wall construction being connected with concrete structure, and in particular to a kind of
Fill wall integrated construction technique.
Background technology
In existing most of building structure, reinforced concrete wall, post and beam need to carry out pouring molding in advance, so as to shape
Integral support frame, shear wall is rigidly larger, and main function is also to be used to support, and after the completion of support frame, is needing structure
The position for building wall is filled building by laying bricks or stones for wall, and filling wall is mainly built by laying bricks or stones by fragment of brick and its binder to be formed, its rigid phase pair
It is relatively low, possess certain antidetonation shock-absorbing capacity, but existing filling wall work progress needs substantial amounts of manpower, construction period
It is longer, the construction cost and construction speed of building are had a strong impact on, therefore, it is necessary to be improved for the construction for filling wall.
The content of the invention
The present invention compensate for the shortcomings that prior art, there is provided one kind filling wall integrated construction technique, the construction technology are big
The big construction procedure for simplifying filling wall, construction period substantially shorten, and the efficiency of construction of construction wall is obviously improved, and labour throws
Enter amount also to greatly reduce.
The present invention concrete technical scheme be：
One kind filling wall integrated construction technique, the technique include supporter and fill the structure of wall, and the supporter is vertical
At least one of post, collar tie beam and shear wall, key point are that described construction technology includes following operating procedure：
Light filling thing is set in filling wall construction position, and light filling thing thickness is less than filling wall thickness, supported a,
Body structure position is provided for the skeleton of casting concrete；
B, formwork for placing is set in filling wall and supporter structure position periphery, light filling thing is by socketing part and both sides
Formwork for placing fix, filling wall and supporter structure position form interconnected formed by integrally casting space；
C, concreting operation is carried out into formed by integrally casting space, pours and forms support after finishing and removing formwork for placing
Body and filling wall.
In described step a, described light filling thing density is less than 600kg/m3, described skeleton is bar-mat reinforcement.
In described step b, rigidity abatement part, institute are provided with the inside of the formwork for placing of supporter and filling wall intersection
State rigidity abatement part and preset and be fixed on formwork for placing inwall, one of its transverse width less than distance between the formwork for placing of both sides
Half；In described step c, after removing formwork for placing, rigidity abatement seam, rigidity abatement seam are formed in rigidity abatement part position
Filled with pointing floating.
Described rigidity abatement part is the string configuration along supporter and the boundary line distribution of filling wall, and its cross section is point
Hold inside wedge shape.
In described step c, after removing formwork for placing, in supporter and filling wall intersection position cutting rigidity abatement
Seam, rigidity abatement seam are string configuration, and its cross section is the wedge shape of tip inward, finally cuts down rigidity with pointing and stitches
Fill floating.
The beneficial effects of the invention are as follows：Construction technology in the present invention by pouring one in filling wall and supporter jointly
Body casting space, fill wall and supporter with material with pouring, the usage amount of construction period and labour all greatly reduce, filling wall without
It need to successively build by laying bricks or stones and be plastered with outer layer, realize the notable simplification of construction wall construction technology, be set before pouring in wall is filled
Light filling thing can reduce the rigidity of filling wall, so as to improve the shock resistance of filling wall, meanwhile, fill wall and supporter and hand over
Cut to form rigidity abatement seam at boundary, or pour preceding prefabricated rigidity abatement part, pour and finish and remove formwork for placing and rigidity
After cutting down part, rigidity abatement seam can be formed by filling wall and supporter hinged place, and rigidity abatement seam can significantly reduce supporter
High rigidity to fill wall anti-seismic performance influence, therefore, the integrated construction technique is not reducing the base of Antiseismic building intensity
The simplification of construction technology is realized on plinth.
Brief description of the drawings
Fig. 1 is structural representation when filling wall and column or so are adjacent.
Fig. 2 is the integrated construction structural representation for filling wall with collar tie beam when neighbouring.
Fig. 3 is the integrated construction structural representation for filling wall with shear wall when neighbouring.
In accompanying drawing, 1, column, 2, collar tie beam, 3, shear wall, 4, light filling thing, 5, concrete, 6, skeleton, 7, pour mould
Plate, 8, socket part, 9, rigidity abatement part.
Embodiment
The present invention relates to one kind to fill wall integrated construction technique, and the technique includes supporter and fills the structure of wall, described
Supporter is at least one of column 1, collar tie beam 2 and shear wall 3, and described construction technology is filled lightweight in wall and filled out first
The setting of thing 4, supporter middle skeleton 6 is filled, formwork for placing 7 then is installed in the structure position periphery of filling wall, supporter, finally
Pouring for concrete 5 is carried out in casting space, specific construction technology is illustrated by specific embodiment.
Specific embodiment, as shown in Figure 1 to Figure 3, three figures are respectively the adjacent, collar tie beam 2 of column 1 and filling wall or so and filled out
Fill that wall is neighbouring and the structural representation of integrated construction is carried out when shear wall 3 and neighbouring filling wall, the column in Fig. 1
1 could alternatively be shear wall 3, be structural representation when shear wall 3 is adjacent with filling wall or so after replacement, in actual building
During construction, can also there are filling wall integrated construction situation simultaneously adjacent with column 1, collar tie beam 2 and shear wall 3, work of constructing
Skill is all identical, and the specific operation process of construction technology is as described below：
Light filling thing 4 is set in filling wall construction position, and the thickness of light filling thing 4 is less than filling wall thickness, propped up a,
Support body structure position is provided for the skeleton 6 of casting concrete 5；The described density of light filling thing 4 is less than 600kg/m3, it is block
Shape or the material that can build into bulk by laying bricks or stones, can select styrofoam, extruded sheet or inorganic pearlite slab, described skeleton 6 is
Bar-mat reinforcement；
B, filling wall and supporter structure position periphery set formwork for placing 7, light filling thing 4 by socket part 8 with
The formwork for placing 7 of both sides is fixedly connected, and interconnected formed by integrally casting space is formed in filling wall and supporter structure position；For
Reduce supporter and fill the coupling stiffness between wall, set rigidity to cut down seam, rigidity in supporter and filling wall intersection
The formation of abatement seam can have two ways：1), it is preset with rigidity in the inner side of formwork for placing 7 of supporter and filling wall intersection
Cut down part 9, the rigidity abatement cantilever of part 9 is fixed on the inwall of formwork for placing 7, and its transverse width is less than both sides formwork for placing 7
Between distance half, rigidity abatement part 9 is the string configuration along supporter and filling wall boundary line distribution, and its cross section is
The wedge shape of tip inward；2) after pouring molding, rigidity abatement seam is formed in supporter and the directly cutting of filling wall intersection；
C, carry out pouring operation into formed by integrally casting space, pour finish and remove formed after formwork for placing 7 supporter and
Wall is filled, if the form of default rigidity abatement part 9, then directly form rigidity abatement in rigidity abatement part 9 position
Seam；If Non-precondition rigidity cuts down part 9, then rigidity abatement seam is formed in supporter and the directly cutting of filling wall intersection,
Rigidity abatement seam is string configuration, and its cross section is the wedge shape of tip inward, and rigidity abatement seam position is filled with pointing
And it is floating with surface of wall, pointing can use pitch, building adhesive or epoxy resin daub.
Integrated construction technique disclosed in the present invention is different from significantly first to be poured supporter and builds filling by laying bricks or stones again in the prior art
The construction technology of wall, construction procedure, filling wall and supporter while pouring molding are simplified, without successively building by laying bricks or stones and plastering, and
And force filler to reduce its rigidity by setting in filling wall, while by rigidity cut down seam reduce itself and supporter it
Between coupling stiffness, avoid the high rigidity of supporter to the influence of its anti-seismic performance.
Claims (5)
1. one kind filling wall integrated construction technique, the technique include supporter and fills the structure of wall, the supporter is column
(1), at least one of collar tie beam (2) and shear wall (3), it is characterised in that described construction technology includes following operating procedure：
Light filling thing (4) a, is set in filling wall construction position, and light filling thing (4) thickness is less than filling wall thickness, propped up
Support body structure position is provided for the skeleton (6) of casting concrete (5)；
B, formwork for placing (7) is set in filling wall and supporter structure position periphery, light filling thing (4) is by socketing part (8)
It is fixed with the formwork for placing (7) of both sides, form interconnected formed by integrally casting space in filling wall and supporter structure position；
C, concreting operation is carried out into formed by integrally casting space, is poured and is finished and remove formwork for placing (7) and form support afterwards
Body and filling wall.
A kind of 2. filling wall integrated construction technique according to claim 1, it is characterised in that：It is described in described step a
Light filling thing (4) density be less than 600kg/m3, described skeleton (6) is bar-mat reinforcement.
A kind of 3. filling wall integrated construction technique according to claim 1, it is characterised in that：In described step b, propping up
Rigidity abatement part (9) is provided with the inside of the formwork for placing (7) of support body and filling wall intersection, the rigidity abatement part (9) is default
It is fixed on formwork for placing (7) inwall, its transverse width is less than the half of distance between both sides formwork for placing (7)；Described step
In rapid c, after removing formwork for placing (7), rigidity abatement seam is formed in rigidity abatement part (9) position, rigidity abatement seam is with filling out
It is floating to stitch material filling.
A kind of 4. filling wall integrated construction technique according to claim 3, it is characterised in that：Described rigidity abatement part
(9) it is along supporter and the string configuration for filling the distribution of wall boundary line, its cross section is the wedge shape of tip inward.
A kind of 5. filling wall integrated construction technique according to claim 1, it is characterised in that：In described step c, remove
After formwork for placing (7), in supporter and filling wall intersection position cutting rigidity abatement seam, rigidity abatement seam is strip knot
Structure, its cross section are the wedge shape of tip inward, and it is floating that rigidity finally is cut down into seam filling with pointing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711106787.XA CN107724565A (en) | 2017-11-10 | 2017-11-10 | One kind filling wall integrated construction technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711106787.XA CN107724565A (en) | 2017-11-10 | 2017-11-10 | One kind filling wall integrated construction technique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107724565A true CN107724565A (en) | 2018-02-23 |
Family
ID=61215013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711106787.XA Pending CN107724565A (en) | 2017-11-10 | 2017-11-10 | One kind filling wall integrated construction technique |
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| Country | Link |
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| CN (1) | CN107724565A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025005A (en) * | 2018-08-17 | 2018-12-18 | 徽都建设有限公司 | A kind of casting method of light fireproof sound-insulating filling wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040226259A1 (en) * | 2004-07-15 | 2004-11-18 | Thermoformed Block Corp. | System for the placement of modular fill material forming co-joined assemblies |
| CN201924486U (en) * | 2010-12-30 | 2011-08-10 | 苏州市建筑设计研究院有限责任公司 | Semi-flexible connection device for frame structure |
| CN202039479U (en) * | 2011-03-23 | 2011-11-16 | 同济大学 | Combined steel plate wall with vertical slits at large intervals |
| CN104831838A (en) * | 2014-12-10 | 2015-08-12 | 祝磊 | Connection method for preventing collapse of masonry filler wall |
| CN206571004U (en) * | 2017-03-15 | 2017-10-20 | 张晶廷 | A kind of nothing is built by laying bricks or stones, nothing is plastered, complete cast-in-place building filling wall construction |
-
2017
- 2017-11-10 CN CN201711106787.XA patent/CN107724565A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040226259A1 (en) * | 2004-07-15 | 2004-11-18 | Thermoformed Block Corp. | System for the placement of modular fill material forming co-joined assemblies |
| CN201924486U (en) * | 2010-12-30 | 2011-08-10 | 苏州市建筑设计研究院有限责任公司 | Semi-flexible connection device for frame structure |
| CN202039479U (en) * | 2011-03-23 | 2011-11-16 | 同济大学 | Combined steel plate wall with vertical slits at large intervals |
| CN104831838A (en) * | 2014-12-10 | 2015-08-12 | 祝磊 | Connection method for preventing collapse of masonry filler wall |
| CN206571004U (en) * | 2017-03-15 | 2017-10-20 | 张晶廷 | A kind of nothing is built by laying bricks or stones, nothing is plastered, complete cast-in-place building filling wall construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025005A (en) * | 2018-08-17 | 2018-12-18 | 徽都建设有限公司 | A kind of casting method of light fireproof sound-insulating filling wall |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180223 |
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| RJ01 | Rejection of invention patent application after publication |