CN203256930U - Connection structure for concrete wall body and masonry wall face - Google Patents
Connection structure for concrete wall body and masonry wall face Download PDFInfo
- Publication number
- CN203256930U CN203256930U CN 201320286727 CN201320286727U CN203256930U CN 203256930 U CN203256930 U CN 203256930U CN 201320286727 CN201320286727 CN 201320286727 CN 201320286727 U CN201320286727 U CN 201320286727U CN 203256930 U CN203256930 U CN 203256930U
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- CN
- China
- Prior art keywords
- wall
- concrete wall
- concrete
- block
- block wall
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- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000004744 fabric Substances 0.000 claims description 15
- 229910000838 Al alloy Inorganic materials 0.000 description 6
- 239000000835 fiber Substances 0.000 description 6
- 238000005336 cracking Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000009114 investigational therapy Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Abstract
The utility model discloses a connection structure for a concrete wall body and a masonry wall face. The connection structure comprises a concrete wall body and a masonry wall face, wherein the concrete wall body and the masonry wall face are connected with each other. The connection structure is characterized in that the end part, in connection with the masonry wall face, of the concrete wall body is inward retracted so as to form a connecting end, the thickness of the masonry wall face is equal to that of the connecting end, and the masonry wall face is attached to the connecting end. The connection structure has the advantage that the phenomenon that the connection portion between the concrete wall body and the masonry wall face cracks before plastering can be avoided effectively.
Description
Technical field
The utility model relates to the building operations appurtenance, particularly, relates to concrete wall and block wall syndeton.
Background technology
At first in building operations, concrete adopts plank to build more, and the concrete that plank is built, its surperficial planeness is low.Secondly in the work progress, before plastering, the structure that concrete and block wall form is easy to occur cracking phenomena between its metope, and the crack that this kind cracking forms can be divided into two classes by the reason of its formation: a class is the crack that is caused by load; Equations of The Second Kind is the crack that is caused by deformation factor (non-load), as by Material shrinkage, variations in temperature, carbonation of concrete (corrosion of steel bar expansion) and the crack that caused by reasons such as the unequal sedimentations of ground, a lot of cracks are often by the coefficient result of concentrated factor.Investigation shows, in the engineering practice crack of structure belong to deformation factor be main cause account for 80%, belong to the load factor and be main cause account for 20%.
The utility model content
Because the problems referred to above, main purpose of the present utility model provides a kind of concrete wall and block wall syndeton, and this structure can effectively be avoided before plastering, the cracking phenomena of concrete and masonry junction.
A kind of concrete wall of the present utility model and block wall syndeton, comprise a concrete wall and a block wall, described concrete wall and block wall interconnect, the end that described concrete wall is connected with described block wall inside contracts and forms a link, and the thickness of described block wall is identical with the thickness of described link, and described block wall fits in described link.
Further improve as the utility model, the sidepiece that described concrete wall is connected with block wall is provided with steel fabric sheet, be coated with floated coat on the sidepiece steel fabric sheet that described concrete wall is connected with block wall, the planeness of described floated coat, verticality and concrete wall metope are on same plane.
Further improve as the utility model, described link is " protruding " font.
The utility model is by arranging steel fabric sheet or fiber mat at concrete wall and block wall link position, utilize the bonding force of putty and body of wall pressing steel fabric sheet or fiber mat, the planeness that had both guaranteed body of wall has also prevented before plastering, the cracking phenomena of concrete wall and block wall junction.Concrete wall of the present utility model and block wall syndeton adopt aluminum alloy mould plate to replace traditional wooden form, and the concrete organoleptic quality of building out, planeness, verticality all reach the effect of not plastering.
Description of drawings
Concrete wall and block wall syndeton schematic diagram when Fig. 1 is a kind of not plastering of the present utility model.
Concrete wall and block wall syndeton schematic diagram when Fig. 2 is a kind of plastering of the present utility model.
Fig. 3 adopts fibroreticulate structural representation in the syndeton between a kind of concrete wall of the present utility model and block wall.
The specific embodiment
Below in conjunction with drawings and Examples a kind of concrete wall of the present utility model and block wall syndeton are elaborated.
At first, please referring to shown in Figure 1, concrete is built by aluminum alloy mould plate and is formed concrete wall 1, and aluminum alloy mould plate adopts convex shape, make steel fabric sheet can be good at being attached on the concrete wall 1, steel fabric sheet can well be played a role in the different materials junction.Adopt the aluminum alloy mould plate concreting, the concrete wall surface can reach the planeness when plastering before plastering.
The concrete wall of present embodiment and block wall syndeton comprise concrete wall 1 and block wall 2, and 2 of concrete wall 1 and block walls arrange a steel fabric sheet 3, and the sidepiece that concrete wall 1 is connected with block wall 2 arranges steel fabric sheet 3.Steel fabric sheet 4 is arranged at the sidepiece link position place of block wall 3 and concrete wall 2, and guarantee period height and concrete wall 1 upper surface are at same plane.Cooperate shown in Figure 2ly, when laying steel fabric sheet 4, namely begin the program of plastering in the present embodiment, the rear formation floated coat 4 of plastering, the planeness of floated coat 4, verticality and concrete wall 1 metope are on same plane.This syndeton can avoid concrete wall 1 and block wall 2 junctions the phenomenon in crack to occur in the situation of not plastering.
Please referring to shown in Figure 3, fiber mat 6 is arranged at the beam 7 of concreting and the link position of block wall 5, and wherein the net structure in the diagram is fiber mat 6, Specific construction such as following:
With the aluminum alloy mould plate 1 of wall end worker a little, first aluminum alloy mould plate in both sides, wall end is to inside contracting 20mm, and width is controlled at about 150mm, and the control of width can be pasted steel fabric sheet and be got final product, but must shrink by the right angle when inwardly shrinking.Control the thickness of masonry when block wall 2 is built by laying bricks or stones by the standard of concrete wall 1 end contraction 20mm, bar planting is still wanted in the end.Build by laying bricks or stones to plaster after finishing until block wall 2 and frontly be attached to concrete wall 1 and block wall 2 junctions, every limit 150mm with steel fabric sheet 3.Carry out next procedure after steel fabric sheet 3 posts again and plaster, the thickness when plastering and planeness, verticality are controlled by the standard of concrete wall 1, and the final flatness of plastering, verticality should be on same plane with the metope of concrete wall 2.
The beam 7 of concreting and the processing of the junction of block wall 5, before the Puttying fiber mat 6 is sticked on uniformly the beam 7 and block wall 5 junctions of concreting after finishing wait plastering, again putty is scraped on fiber mat 6, waited for that putty just can large-area expansion putty construction after hardening fully.
Above-described embodiment only is explanation technological thought of the present utility model and characteristics, its purpose makes the personage who has the knack of this skill can understand content of the present utility model and is implementing according to this, when not limiting claim of the present utility model with it, the equalization that the spirit that namely generally discloses according to the utility model is done changes or modifies, and must be encompassed in the claim of the present utility model.
Claims (3)
1. a concrete wall and block wall syndeton, comprise a concrete wall and a block wall, described concrete wall and block wall interconnect, it is characterized in that, the end that described concrete wall is connected with described block wall inside contracts and forms a link, and the thickness of described block wall is identical with the thickness of described link, and described block wall fits in described link.
2. concrete wall according to claim 1 and block wall syndeton, it is characterized in that, the sidepiece that described concrete wall is connected with block wall is provided with steel fabric sheet, be coated with floated coat on the sidepiece steel fabric sheet that described concrete wall is connected with block wall, the planeness of described floated coat, verticality and concrete wall metope are on same plane.
3. concrete wall according to claim 1 and block wall syndeton is characterized in that, described link is " protruding " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320286727 CN203256930U (en) | 2013-05-22 | 2013-05-22 | Connection structure for concrete wall body and masonry wall face |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320286727 CN203256930U (en) | 2013-05-22 | 2013-05-22 | Connection structure for concrete wall body and masonry wall face |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203256930U true CN203256930U (en) | 2013-10-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320286727 Expired - Fee Related CN203256930U (en) | 2013-05-22 | 2013-05-22 | Connection structure for concrete wall body and masonry wall face |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203256930U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106168054A (en) * | 2016-08-30 | 2016-11-30 | 河北建筑工程学院 | Connecting structure with dry shaped connecting piece precast shear wall plate and construction method thereof |
| CN106193336A (en) * | 2016-08-30 | 2016-12-07 | 河北建筑工程学院 | Connecting structure and construction method thereof with H groove part wall construction precast shear wall |
-
2013
- 2013-05-22 CN CN 201320286727 patent/CN203256930U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106168054A (en) * | 2016-08-30 | 2016-11-30 | 河北建筑工程学院 | Connecting structure with dry shaped connecting piece precast shear wall plate and construction method thereof |
| CN106193336A (en) * | 2016-08-30 | 2016-12-07 | 河北建筑工程学院 | Connecting structure and construction method thereof with H groove part wall construction precast shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20131030 Termination date: 20190522 |