CN103266671A - Processing structure for top gap of filler wall masonry - Google Patents
Processing structure for top gap of filler wall masonry Download PDFInfo
- Publication number
- CN103266671A CN103266671A CN2013101362325A CN201310136232A CN103266671A CN 103266671 A CN103266671 A CN 103266671A CN 2013101362325 A CN2013101362325 A CN 2013101362325A CN 201310136232 A CN201310136232 A CN 201310136232A CN 103266671 A CN103266671 A CN 103266671A
- Authority
- CN
- China
- Prior art keywords
- wall masonry
- infilled wall
- gripper shoe
- masonry
- concrete beam
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a processing structure for a top gap of a filler wall masonry. A filling template is arranged between the top part of a filler wall masonry and a concrete beam, the filling template comprises a backup plate arranged on the left side of the filler wall masonry and a support plate arranged on the right side of the filler wall masonry, the support plate tilts to the upper right, an iron wire is arranged between the backup plate and the support plate to play the role of tightening, a square timber is arranged between the upper opening of the support plate and the right side of the filler wall masonry to play the role of supporting, and a feed inlet is arranged on the square timber. According to the processing structure, the filling template is improved, the template is finalized and repeatedly used, and the problems that the finalization is unsatisfactory after template dismounting, and an external corner part is irregular in horizontal or is vertical are solved.
Description
Technical field
The present invention relates to infilled wall masonry head room clearance and handle structure.
Background technology
Be provided with the space between infilled wall masonry top and the concrete beam, this space is filled by the expansion pea gravel concreten, and the filling of expansion pea gravel concreten is undertaken by mould is auxiliary.
But regularization is undesirable find form removal in work progress after, external corner part of horizontal out-of-flatness, vertical.
Summary of the invention
Technical problem to be solved by this invention just provides a kind of infilled wall masonry head room clearance and handles structure, solve form removal after regularization undesirable, the out-of-flatness of external corner part of horizontal, vertical problem.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: a kind of infilled wall masonry head room clearance is handled structure, infilled wall masonry over top is provided with concrete beam, be provided with the space between infilled wall masonry top and the concrete beam, this space is filled by the expansion pea gravel concreten, it is characterized in that: be provided with filling template between described infilled wall masonry top and the concrete beam, described filling template comprises the backup plate of being located at infilled wall masonry left side and the gripper shoe of being located at infilled wall masonry right side, described gripper shoe tilts to the upper right side, be provided with the iron wire tension between described backup plate and the gripper shoe, be provided with the lumps of wood between the suitable for reading and infilled wall masonry right side of described gripper shoe and support, the described lumps of wood is provided with the material filling mouth.
Preferably, the thickness of described infilled wall masonry and concrete beam is 200mm.
Preferably, the height in space is 40mm～70mm between described infilled wall masonry top and the concrete beam.
Preferably, described backup plate, gripper shoe and the lumps of wood are the bamboo offset plate of thickness 1cm.
Preferably, the distance between the suitable for reading and infilled wall masonry right side of described gripper shoe is 100mm.
The present invention has improved filling template, template is carried out regularization reuse, solved form removal after regularization undesirable, the out-of-flatness of external corner part of horizontal, vertical problem.
Description of drawings
Below in conjunction with the drawings and specific embodiments the present invention is further described:
Fig. 1 is that infilled wall masonry head room clearance is handled structural representation;
The specific embodiment
Specify infilled wall masonry head room clearance below in conjunction with Fig. 1 and handle structure, infilled wall masonry 1 over top is provided with concrete beam 2, is provided with the space between infilled wall masonry 1 top and the concrete beam 2, and this space is filled by expansion pea gravel concreten 10.
Be provided with filling template between described infilled wall masonry 1 top and the concrete beam 2, described filling template comprises the backup plate 11 of being located at infilled wall masonry left side and the gripper shoe 20 of being located at infilled wall masonry right side, left side, backup plate 11 shutoff spaces, described gripper shoe 20 tilts to the upper right side, between gripper shoe and space, form the material filling space, be provided with iron wire 12 tensions between described backup plate and the gripper shoe, be provided with the lumps of wood 21 between the suitable for reading and infilled wall masonry right side of described gripper shoe and support, the described lumps of wood is provided with material filling mouth 22.The thickness of described infilled wall masonry and concrete beam is 200mm.The height in space is 40mm～70mm between described infilled wall masonry top and the concrete beam.Described backup plate, gripper shoe and the lumps of wood are the bamboo offset plate of thickness 1cm.Distance between the suitable for reading and infilled wall masonry right side of described gripper shoe is 100mm.
The masonry mortar drying shrinkage directly causes mending behind the infilled wall masonry head room clearance place building and the slit occurs after a period of time is shelved at the oblique brick of dust top, and then causes whitewashing the face cracking.Use so adjust material, adjust masonry height modulus, reserve 40-70mm at the bottom of masonry and beam, the plate, walling to be filled finished building the interval after 7 days, tamping C15 pea gravel concreten behind the formwork (water mixing mud weight 6-8% Red Star board VF-1 type expansion agent).
Claims (5)
1. an infilled wall masonry head room clearance is handled structure, infilled wall masonry (1) over top is provided with concrete beam (2), be provided with the space between infilled wall masonry top and the concrete beam, this space is filled by expansion pea gravel concreten (10), it is characterized in that: be provided with filling template between described infilled wall masonry top and the concrete beam, described filling template comprises the backup plate (11) of being located at infilled wall masonry left side and the gripper shoe (20) of being located at infilled wall masonry right side, described gripper shoe tilts to the upper right side, be provided with iron wire (12) tension between described backup plate and the gripper shoe, be provided with the lumps of wood (21) between the suitable for reading and infilled wall masonry right side of described gripper shoe and support, the described lumps of wood is provided with material filling mouth (22).
2. a kind of infilled wall masonry head room clearance according to claim 1 is handled structure, and it is characterized in that: the thickness of described infilled wall masonry and concrete beam is 200mm.
3. a kind of infilled wall masonry head room clearance according to claim 2 is handled structure, and it is characterized in that: the height in space is 40mm～70mm between described infilled wall masonry top and the concrete beam.
4. a kind of infilled wall masonry head room clearance according to claim 3 is handled structure, and it is characterized in that: described backup plate, gripper shoe and the lumps of wood are the bamboo offset plate of thickness 1cm.
5. a kind of infilled wall masonry head room clearance according to claim 4 is handled structure, it is characterized in that: the distance between the suitable for reading and infilled wall masonry right side of described gripper shoe is 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101362325A CN103266671A (en) | 2013-04-18 | 2013-04-18 | Processing structure for top gap of filler wall masonry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101362325A CN103266671A (en) | 2013-04-18 | 2013-04-18 | Processing structure for top gap of filler wall masonry |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103266671A true CN103266671A (en) | 2013-08-28 |
Family
ID=49010325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013101362325A Pending CN103266671A (en) | 2013-04-18 | 2013-04-18 | Processing structure for top gap of filler wall masonry |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103266671A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4299509A (en) * | 1978-08-31 | 1981-11-10 | Streif Ohg | Beam connector |
| CN101509319A (en) * | 2009-04-09 | 2009-08-19 | 青岛市胶州建设集团有限公司 | Replacement construction method for post-adding reinforced concrete beam unit for wall |
| WO2011021151A1 (en) * | 2009-08-17 | 2011-02-24 | Kailas Kenjale | Method and system for in-situ construction of civil structures |
| CN102003069A (en) * | 2010-11-24 | 2011-04-06 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
| CN203145202U (en) * | 2013-04-18 | 2013-08-21 | 中天建设集团有限公司 | Treatment structure for top clearance of filler wall brickwork |
-
2013
- 2013-04-18 CN CN2013101362325A patent/CN103266671A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4299509A (en) * | 1978-08-31 | 1981-11-10 | Streif Ohg | Beam connector |
| CN101509319A (en) * | 2009-04-09 | 2009-08-19 | 青岛市胶州建设集团有限公司 | Replacement construction method for post-adding reinforced concrete beam unit for wall |
| WO2011021151A1 (en) * | 2009-08-17 | 2011-02-24 | Kailas Kenjale | Method and system for in-situ construction of civil structures |
| CN102003069A (en) * | 2010-11-24 | 2011-04-06 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
| CN203145202U (en) * | 2013-04-18 | 2013-08-21 | 中天建设集团有限公司 | Treatment structure for top clearance of filler wall brickwork |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103615110B (en) | Random oblique netted nine-squares beam Hyperbolic Roof construction method | |
| CN108005387B (en) | Synchronous construction method for cast-in-place main body of assembled wallboard and short-limb shear wall | |
| CN2883532Y (en) | Partition board connection structure-centipede type locking tenon | |
| CN103266763A (en) | Treatment process for top gap of filler wall masonry | |
| CN102277959A (en) | Standard steel frame formwork system for concrete floor slabs and construction method thereof | |
| CN104153555B (en) | The detachable pre-buried fixing device of overhanging type steel beam containing horizontal fixation kit | |
| CN202954570U (en) | High-rise building construction sump template | |
| CN206616862U (en) | Formwork root bracing means | |
| CN103590602A (en) | Method for constructing cast-in-site concrete hollow floor systems | |
| CN102433958A (en) | Prefabricated wall board construction member | |
| CN201891260U (en) | Hanging template | |
| CN103967273A (en) | Concrete formwork supporting device for floor slab concreting | |
| CN105369826A (en) | Basement bearing platform side mold construction method | |
| CN203403670U (en) | Formwork system without support | |
| CN112726878A (en) | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould | |
| CN103206088A (en) | Shear wall structural wall and slab integral pouring construction method | |
| CN203145202U (en) | Treatment structure for top clearance of filler wall brickwork | |
| CN103590599A (en) | Self-compaction mode locking device and using method | |
| CN103266671A (en) | Processing structure for top gap of filler wall masonry | |
| CN204983647U (en) | Design instrument formula aluminum alloy template | |
| CN207597892U (en) | A kind of wallboard assists fitting machine | |
| CN105781103A (en) | Capital inverted-triangular formwork erecting and pouring method | |
| CN108894498A (en) | A kind of building filling wall integrated construction technique | |
| CN104110131A (en) | Hollow concrete shuttering of constructional wall column | |
| CN204626965U (en) | For the steel stair template of poured up at a time between architectural stair |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130828 |