CN202689441U - Rubble masonry structure - Google Patents
Rubble masonry structure Download PDFInfo
- Publication number
- CN202689441U CN202689441U CN 201220369443 CN201220369443U CN202689441U CN 202689441 U CN202689441 U CN 202689441U CN 201220369443 CN201220369443 CN 201220369443 CN 201220369443 U CN201220369443 U CN 201220369443U CN 202689441 U CN202689441 U CN 202689441U
- Authority
- CN
- China
- Prior art keywords
- distribution bar
- rubble
- iron plate
- concrete wall
- rib
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a rubble masonry structure which is characterized by comprising a distributing rib, an anchor rib, a waveform iron plate, jointing mortars, bonding mortars and rubbles, wherein the distributing rib is arranged on a concrete wall surface; a diameter of the distributing rib is 12-14mm; the distributing rib is integrated with the concrete wall through the anchor rib; the distributing rib is welded and linked with the anchor rib; the waveform iron plate is welded on the distributing rib; the waveform iron plate is inserted into a joint between the rubbles; the bonding mortars are arranged between the concrete wall and the rubbles; the jointing mortars are arranged outside the gaps of adjacent rubbles; and the strength of the jointing mortars is M7.5. The rubble masonry structure is simple and practical.
Description
Technical field
The utility model relates to a kind of ashlar structure, is applicable to construction field.
Background technology
Ashlar will be built into interlaced hair stubble when group is built, so that ashlar and concrete strong bonded will keep hair stubble metope approximate vertical in addition, also will satisfy globality and the life requirement of ashlar.
The utility model content
The technical problem that the utility model solves provides a kind of ashlar structure, solves the globality of ashlar and the problem of durability.
The utility model comprises distribution bar, dowel, waveform iron plate, jointing mortar, adhesive mortar, rubble, the concrete wall surface arranges distribution bar, the distribution bar diameter is 12～14mm, distribution bar forms integral body by dowel and concrete wall, distribution bar and dowel welded connection, and waveform iron plate is welded on above the distribution bar, waveform iron plate is stretched in the seam between the rubble, between concrete wall and the rubble adhesive mortar is set, adjacent rubble slit arranged outside jointing mortar, the jointing mortar strength is M7.5.
The utility model is simple and practical.
Description of drawings
Fig. 1 ashlar organigram.
Reference numeral: 1, distribution bar, 2, dowel, 3, waveform iron plate, 4, the jointing mortar, 5, adhesive mortar, 6, rubble.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is the ashlar organigram.The utility model comprises distribution bar 1, dowel 2, waveform iron plate 3, jointing mortar 4, adhesive mortar 5, rubble 6, the concrete wall surface arranges distribution bar 1, distribution bar 1 diameter is 12mm, distribution bar 1 forms integral body by dowel 2 and concrete wall, distribution bar 1 and dowel 2 welded connections, waveform iron plate 3 is welded on above the distribution bar 1, waveform iron plate 3 is stretched in the seam between the rubble 6, between concrete wall and the rubble 6 adhesive mortar 5 is set, adjacent rubble 6 slit arranged outside jointing mortars 4, jointing mortar semi-finals degree is M7.5.
Claims (1)
1. an ashlar is constructed, it is characterized in that comprising distribution bar, dowel, waveform iron plate, jointing mortar, adhesive mortar, rubble, the concrete wall surface arranges distribution bar, the distribution bar diameter is 12～14mm, distribution bar forms integral body by dowel and concrete wall, distribution bar and dowel welded connection, waveform iron plate is welded on above the distribution bar, waveform iron plate is stretched in the seam between the rubble, between concrete wall and the rubble adhesive mortar is set, adjacent rubble slit arranged outside jointing mortar, the jointing mortar strength is M7.5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220369443 CN202689441U (en) | 2012-07-19 | 2012-07-19 | Rubble masonry structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220369443 CN202689441U (en) | 2012-07-19 | 2012-07-19 | Rubble masonry structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689441U true CN202689441U (en) | 2013-01-23 |
Family
ID=47545078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220369443 Expired - Fee Related CN202689441U (en) | 2012-07-19 | 2012-07-19 | Rubble masonry structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202689441U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115404842A (en) * | 2022-09-30 | 2022-11-29 | 中国电建集团河北工程有限公司 | Method for treating rubble concrete foundation under desert geology |
-
2012
- 2012-07-19 CN CN 201220369443 patent/CN202689441U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115404842A (en) * | 2022-09-30 | 2022-11-29 | 中国电建集团河北工程有限公司 | Method for treating rubble concrete foundation under desert geology |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202689441U (en) | Rubble masonry structure | |
| CN202073117U (en) | Underground continuous wall with arrangement of three round connective piles | |
| CN205742546U (en) | A kind of pre-shear stud being embedded in concrete | |
| CN204475320U (en) | A kind of screw pile | |
| CN207553512U (en) | A kind of increase ceramic tile wet combining stability durability component | |
| CN204551987U (en) | Crystal combination energy Assembly floor | |
| CN203904972U (en) | Anti-soil leaking combined support pile | |
| CN203475457U (en) | Composite pile foundation used for soft soil building foundation | |
| CN203080534U (en) | Supporting structure of fractured rock mass side slope | |
| CN201896389U (en) | Combined masonry block | |
| CN204212403U (en) | A kind of shear wall tongue and groove steel gang form | |
| CN202248482U (en) | Energy-saving high-cohesiometer lath brick | |
| CN206873764U (en) | Drawknot mesh sheet for the construction of outdoor rock | |
| CN208220252U (en) | A kind of connection structure of masonry bearing capacity metope and top | |
| CN204002283U (en) | The assembled window structure that a kind of aerated concrete panel forms | |
| CN104060608B (en) | A kind of high-bearing capacity pile tube Steel Shoe | |
| CN204386012U (en) | A kind of building brick saving material | |
| CN203878850U (en) | Externally hung thermal-insulating building block provided with rivet hole | |
| CN204081142U (en) | Individual layer right angle connects wallboard | |
| CN202012151U (en) | Swell tie bar | |
| CN208346814U (en) | Pattern foundation pit supporting structure mesohigh rotary churning pile anchor structure | |
| CN202899412U (en) | Eccentric single-hole brick | |
| CN204081243U (en) | Individual layer T-shaped connects wallboard | |
| CN208533848U (en) | A kind of convenient assembled autoclaved aerated concrete slab of reserving hole | |
| CN204510686U (en) | A kind of building panel links structure |
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 |
Granted publication date: 20130123 Termination date: 20140719 |
|
| EXPY | Termination of patent right or utility model |