CN207092299U - A kind of cast-in-place hollow armored concrete filling wall - Google Patents
A kind of cast-in-place hollow armored concrete filling wall Download PDFInfo
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- CN207092299U CN207092299U CN201721053367.5U CN201721053367U CN207092299U CN 207092299 U CN207092299 U CN 207092299U CN 201721053367 U CN201721053367 U CN 201721053367U CN 207092299 U CN207092299 U CN 207092299U
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- wall
- cast
- single sheet
- force structure
- armored concrete
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Abstract
The utility model discloses a kind of cast-in-place hollow armored concrete filling wall, including single sheet of thin wall, deformable closure, exempts from lightweight filler layer, connection wall, the fixed hook torn open；The deformable closure is located between filling wall and force structure；Two layers relative of single sheet of thin wall is provided between deformable closure；The single sheet of thin is embedded with horizontal reinforcement and longitudinal reinforcement within the walls；Horizontal reinforcement is anchored into force structure through deformable closure, and longitudinal reinforcement is anchored into beam body；The lightweight filler layer for exempting to tear open is laid between two layers of single sheet of thin wall；Connection wall is provided between adjacent lightweight filler layer.The utility model causes main body force structure and filled wall one-shot forming, realize the whole concrete of exterior wall, main body force structure and filled wall one-shot forming simultaneously, so that the material same sex is beneficial to the impervious crack resistence of wall between the two, simplify construction technology, the duration is greatly shortened, effective premise is provided for interspersed construction.
Description
Technical field
The utility model belongs to the realm of building construction, and in particular to a kind of cast-in-place hollow armored concrete filling wall.
Background technology
At present, traditional architecture structure form mainly has frame structure, frame-shear structure, shear wall structure.These structure shapes
The filled wall of formula is required for reaching certain condition in load-carrying members maintenance and could being constructed, so as to slow down entering for construction
Degree, while wall builds very big artificial property by laying bricks or stones, the mortar joint of masonry panel can not be controlled well, masonry panel and main body
Force structure is also different because of material property, may result in the cracking seepage of exterior wall.Not only needed very in masonry project construction
More masonry stockyards, it is also required to carry cement mortar progress situ wet operation in work progress, the civilized construction at scene is made
Into influence.
Application number 201420772124.7 discloses a kind of cast-in-situ steel reinforced concrete clear water filling wall, and the filling wall is coagulation
Soil filling wall, filling wall are the filling walls with main structural engineering while pouring molding, are provided with the wall of the filling wall
Cracking resistance distributing bar layer, the top of every layer of cracking resistance distributing bar layer pass its upper floor plate, upper strata filling wall crack-resistant construction
The root of steel bar layer and the floor parts that pass of lower floor's filling wall crack-resistant distributing bar layer are overlapped or are welded to connect；Wall bottom with
Agent structure contact site has been disposed along a wall anti-earthquake ductility isolation strip.It is more not constructing structure to be still present in technology disclosed above
Foot.
Utility model content
The purpose of this utility model is to provide a kind of cast-in-place hollow armored concrete filling wall, by using cast-in-place hollow
Armored concrete fills wall, cast-in-place hollow armored concrete filling wall can be caused to be poured together with load-carrying members, it is not necessary to again
Carry out the independent building construction of inner-outer wall so that exterior wall can whole concrete, and simplify working procedure, the scene of reducing
Wet trade environment, the civilized construction at scene is had a distinct increment；Cast-in-place hollow armored concrete filling wall accelerates construction speed,
Prerequisite can also be provided using the utility model for interspersed construction.
The purpose of this utility model can be achieved through the following technical solutions：
A kind of cast-in-place hollow armored concrete filling wall, the filling wall pour completion together with force structure, include with
Lower member：Single sheet of thin wall, deformable closure, exempt from lightweight filler layer, connection wall, the fixed hook torn open；
The deformable closure is located between filling wall and force structure；Two layers relative of monolithic is provided between deformable closure
Thin wall；The single sheet of thin is embedded with horizontal reinforcement and longitudinal reinforcement within the walls；Horizontal reinforcement anchors into force structure through deformable closure
Interior, longitudinal reinforcement is anchored into beam body；The lightweight filler layer for exempting to tear open is laid between two layers of single sheet of thin wall；Adjacent
Lightweight filler layer between be provided with connection wall, connection wall connects two layers of single sheet of thin wall；The fixed hook is embedded in connection
Within the walls, its two ends of the hook is hung on horizontal reinforcement.
The force structure is shear wall or post；Described deformable closure will fill wall and force structure separates and do not form one
Individual entirety.
Described deformable closure is placed between force structure and cast-in-place hollow armored concrete filling wall；The deformable closure
With cast-in-place hollow armored concrete filling wall with thick.
Described single sheet of thin wall forms for concreting；The thickness of described single sheet of thin wall is 4cm-8cm.
The width of the described lightweight filler layer for exempting to tear open is smaller 8cm-10cm than filling wall width of wall body；Exempt from the lightweight torn open
Encapsulant layer is cystosepiment, extruded sheet or other lightweight fillers.
A kind of construction technology of cast-in-place hollow armored concrete filling wall, the construction technology comprise the following steps：
The plate for first carrying out shear wall or post longitudinal reinforcement is pricked；
Seam is drawn placing deformable closure setting structure close to the side of cast-in-place hollow armored concrete filling wall, then is showed
The plate for pouring hollow armored concrete filling wall longitudinal reinforcement is pricked, and the plate for then carrying out horizontal reinforcement is pricked；
The lightweight filler layer for exempting to tear open is put into the reinforced concrete wall of Deepen Design, lightweight filler layer root
According to the length and width of wall to determine its length and width, then it is fixed with fixed hook in the right and left and top, most
Carry out installing for template again afterwards, casting concrete, be stripped after to be formed.
The beneficial effects of the utility model：
1st, the utility model can directly pour completion in main structure construction together with main body force structure, without examining again
Consider the masonry project that first main body force structure construction is carried out after the maintenance shaping of main body force structure, effectively simplify construction
Step, reduce the wet trade environment of job site, reduce the wall crazing caused by human factor with material character difference
And seepage；
2nd, the utility model is easy to operate, works well；
3rd, the utility model can effectively simplify construction procedure and shorten the duration, and inner-outer wall need not carry out secondary build by laying bricks or stones again
Processing, reduce exterior wall because worker builds by laying bricks or stones it is different with material character caused by outer wall cracking seepage hidden danger so that exterior wall realize
Whole concrete, effective condition is provided for interspersed construction, there is larger development prospect.
Brief description of the drawings
For the ease of it will be appreciated by those skilled in the art that being further described below in conjunction with the accompanying drawings to the utility model.
Fig. 1 is the scheme of installation that a kind of cast-in-place hollow armored concrete of the utility model fills wall；
Fig. 2 is Fig. 1 A-A sectional views.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with embodiment, it is clear that described
Embodiment be only the utility model part of the embodiment, rather than whole embodiment.Based on the reality in the utility model
Example is applied, all other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, is all belonged to
In the scope of the utility model protection.
A kind of cast-in-place hollow armored concrete filling wall, the filling wall directly pour completion together with main body force structure,
Referring to accompanying drawing 1-2, include with lower member：Single sheet of thin wall 3, deformable closure 2, the lightweight filler layer 5 for exempting to tear open, connection wall 8,
Fixed hook 6；
Above-mentioned deformable closure 2 is located between filling wall and force structure 1；It is provided with relative two layers between deformable closure 2
Single sheet of thin wall 3；
Horizontal reinforcement 41 and longitudinal reinforcement 42 have been embedded in single sheet of thin wall 3；Horizontal reinforcement 41 anchors into through deformable closure 2
In force structure 1, longitudinal reinforcement 42 is anchored into beam body 7；
The lightweight filler layer 5 for exempting to tear open is laid between two layers of single sheet of thin wall 3；In adjacent lightweight filler
Connection wall 8 is provided between layer, connection wall 8 connects two layers of single sheet of thin wall 3；
Fixed hook 6 is built-in in connection wall 8, and its two ends of the hook is hung on horizontal reinforcement 41；Fixed hook 6 passes through
Its position, which clamps lightweight filler layer 5, makes its not double swerve；
Force structure 1 is shear wall or post；
The force structure of cast-in-place hollow armored concrete filling wall and main body is separated and does not form one by described deformable closure 2
Individual entirety.
Described deformable closure 2 is placed between force structure 1 and cast-in-place hollow armored concrete filling wall；It is described deformation every
Plate 2 is with cast-in-place hollow armored concrete filling wall with thick.
Described single sheet of thin wall 3 forms for concreting；The thickness of described single sheet of thin wall is 4cm-8cm or so, excellent
It is 5cm to select thickness.
The width of lightweight filler layer 5 for exempting to tear open is smaller 8cm-10cm than wall (filling wall) width；Lightweight filler
Layer will position, it is ensured that its position not off normal in casting concrete；Lightweight filler layer will control according to the length of wall
Length and quantity.The lightweight filler layer 5 for exempting to tear open is cystosepiment, extruded sheet or other lightweight fillers.
A kind of cast-in-place hollow armored concrete filling wall, includes following construction technology：It is preceding to construction drawing to prepare construction
Deepen Design is carried out, when starting the construction of last layer after the completion of the construction of a certain layer, first carries out shear wall or the longitudinal reinforcement of post 1
Plate is pricked, and draws seam placing the setting structure of deformable closure 2 close to the side of cast-in-place hollow armored concrete filling wall, then carry out cast-in-place
The plate of hollow armored concrete filling wall longitudinal reinforcement 42 is pricked, and the plate for then carrying out horizontal reinforcement 41 is pricked, and cast-in-place hollow reinforcing bar mixes
The horizontal reinforcement and longitudinal reinforcement only upper and lower ends of solidifying soil filling wall anchor into main body.The lightweight filler layer 5 for exempting to tear open is put into
In the reinforced concrete wall of Deepen Design, lightweight filler layer will according to the length and width of wall come determine its length and
Width, then be fixed in the right and left and top fixed hook 6, installing for template is finally carried out again, casting concrete, is treated
It is stripped after shaping.
Job site wall position is accurately positioned according to drawing wall position, wall line and wall control line are put
It is good, clamp deformable closure 2 between force structure and hollow armored concrete filling wall；The thickness of deformable closure 2 is with wall with thick；Exempt from what is torn open
Lightweight filler layer 5 sets several according to the Aspect Ratio of wall；The lightweight filler layer 5 for exempting to tear open can use cystosepiment
Or the other materials such as extruded sheet；Tightened between fixed hook 6 and encapsulant layer with iron wire；
The position of wall must ensure accurately, it is ensured that reinforcing bar colligation does not have off normal, and hollow armored concrete fills wall water
Flat reinforcing bar will pass through deformable closure 2 together with the horizontal reinforcement anchoring of force structure, be pressed from both sides between hollow armored concrete filling wall
Firmly deformable closure 2 must fixation, can not occur in casting concrete off normal movement phenomenon, deformable closure 2 will be just
The centre of force structure and hollow armored concrete filling wall is stuck in, it is uniform to the single sheet of thin wall 3 on both sides during casting concrete
Pour.
The utility model construction is simple, it is simple to operate, the use of the requires of the utility model by drawing Deepen Design is full coagulation
Cob wall, suggest when template is selected preferable using the larger aluminum alloy pattern plate of rigidity, Forming Quality.
The utility model changes tradition and first does the construction method that main body force structure is filled building wall again so that
Main body force structure and filled wall one-shot forming, realize the whole concrete of exterior wall, while main body force structure and filling
Wall one-shot forming make it that the material same sex is beneficial to the impervious crack resistence of wall between the two, simplifies construction technology, significantly
Shorten the duration, provide effective premise for interspersed construction.
The utility model preferred embodiment disclosed above is only intended to help and illustrates the utility model.Preferred embodiment is simultaneously
There is no the details that detailed descriptionthe is all, it is only described embodiment also not limit the utility model.Obviously, according to this theory
The content of bright book, it can make many modifications and variations.This specification is chosen and specifically describes these embodiments, is in order to preferably
Principle and practical application of the present utility model is explained, so that skilled artisan can be best understood by and utilize this
Utility model.The utility model is only limited by claims and its four corner and equivalent.
Claims (5)
1. a kind of cast-in-place hollow armored concrete filling wall, the filling wall pour completion together with force structure, it is characterised in that
Include with lower member：It is single sheet of thin wall (3), deformable closure (2), the lightweight filler layer (5) for exempting to tear open, connection wall (8), fixed
Link up with (6)；
The deformable closure (2) is located between filling wall and force structure (1)；Relative two are provided between deformable closure (2)
Layer single sheet of thin wall (3)；
The single sheet of thin wall (3) has been embedded in horizontal reinforcement (41) and longitudinal reinforcement (42)；Horizontal reinforcement (41) through deformation every
Plate (2) is anchored into force structure (1), and longitudinal reinforcement (42) is anchored into beam body (7)；
The lightweight filler layer (5) for exempting to tear open is laid between two layers of single sheet of thin wall (3)；In adjacent light filling material
Connection wall (8) is provided between the bed of material, connection wall (8) connects two layers of single sheet of thin wall (3)；
The fixed hook (6) is embedded in connection wall (8), and its two ends of the hook is hung on horizontal reinforcement (41).
2. the cast-in-place hollow armored concrete filling wall of one kind according to claim 1, it is characterised in that the force structure
(1) it is shear wall or post；Described deformable closure (2) will fill wall and force structure separates and do not form an entirety.
3. the cast-in-place hollow armored concrete filling wall of one kind according to claim 1, it is characterised in that described deformation every
Plate (2) is placed between force structure (1) and cast-in-place hollow armored concrete filling wall；The deformable closure (2) with it is cast-in-place hollow
Armored concrete filling wall is the same as thick.
4. the cast-in-place hollow armored concrete filling wall of one kind according to claim 1, it is characterised in that described single sheet of thin
Wall (3) forms for concreting；The thickness of described single sheet of thin wall is 4cm-8cm.
5. the cast-in-place hollow armored concrete filling wall of one kind according to claim 1, it is characterised in that described exempts from what is torn open
The width of lightweight filler layer (5) is smaller 8cm-10cm than filling wall width of wall body；The lightweight filler layer for exempting to tear open is foam
Plate, extruded sheet or other lightweight fillers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721053367.5U CN207092299U (en) | 2017-08-22 | 2017-08-22 | A kind of cast-in-place hollow armored concrete filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721053367.5U CN207092299U (en) | 2017-08-22 | 2017-08-22 | A kind of cast-in-place hollow armored concrete filling wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207092299U true CN207092299U (en) | 2018-03-13 |
Family
ID=61542315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721053367.5U Expired - Fee Related CN207092299U (en) | 2017-08-22 | 2017-08-22 | A kind of cast-in-place hollow armored concrete filling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207092299U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503450A (en) * | 2017-08-22 | 2017-12-22 | 中建四局第六建筑工程有限公司 | A kind of cast-in-place hollow armored concrete filling wall and its construction technology |
| CN112538915A (en) * | 2020-12-21 | 2021-03-23 | 林荣 | Precast concrete wallboard and manufacturing method thereof |
-
2017
- 2017-08-22 CN CN201721053367.5U patent/CN207092299U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503450A (en) * | 2017-08-22 | 2017-12-22 | 中建四局第六建筑工程有限公司 | A kind of cast-in-place hollow armored concrete filling wall and its construction technology |
| CN112538915A (en) * | 2020-12-21 | 2021-03-23 | 林荣 | Precast concrete wallboard and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180313 Termination date: 20200822 |