CN203924371U - Infilled wall teeming slurry joint filling structure - Google Patents
Infilled wall teeming slurry joint filling structure Download PDFInfo
- Publication number
- CN203924371U CN203924371U CN201420326388.XU CN201420326388U CN203924371U CN 203924371 U CN203924371 U CN 203924371U CN 201420326388 U CN201420326388 U CN 201420326388U CN 203924371 U CN203924371 U CN 203924371U
- Authority
- CN
- China
- Prior art keywords
- infilled wall
- concrete beam
- gap
- wall
- iron wire
- 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 - Lifetime
Links
- 239000002002 slurry Substances 0.000 title claims abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 54
- 229910052742 iron Inorganic materials 0.000 claims abstract description 27
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 9
- 230000000903 blocking effect Effects 0.000 claims abstract description 5
- 230000010412 perfusion Effects 0.000 claims description 2
- 238000007569 slipcasting Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 238000002347 injection Methods 0.000 abstract description 3
- 239000007924 injection Substances 0.000 abstract description 3
- 238000004064 recycling Methods 0.000 abstract description 3
- 239000011449 brick Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
Infilled wall teeming slurry joint filling structure, the utility model relates to technical field of buildings, the gap that some bar dowels are pressed between infilled wall and concrete beam is located on the body of wall of a side, pvc pipe is pressed on the body of wall of the gap opening place opposite side between infilled wall and concrete beam and is blocking up the gap between infilled wall and concrete beam, iron wire line is fastened the middle part that is screwed in bar dowel, iron wire line entangles pvc pipe and is tightened in together through the gap between infilled wall and concrete beam and two the end of a thread of iron wire line, and mortar injection is filled in the gap between infilled wall and concrete beam.After it can guarantee slip casting, free from flaw produces, and all recyclable recyclings of pvc pipe used and bar dowel head, meet the requirement of green construction.
Description
Technical field:
The utility model relates to technical field of buildings, more specifically to the slip casting joint filling constructing structure between a kind of concrete beam and infilled wall, particularly for framework or frame structure, builds the prophylactico-therapeutic measures that infilled wall top common cracks problem is taked.
Background technology:
Conventionally the joint filling method on infilled wall top has three kinds: 1, adopt oblique brick top to build and aerated blocks block system; 2, take directly to use mortar filleting; 3, adopt interval to play timber wedge and fix and beat the foaming flexible material joint fillings such as UP.Its weak point is: with oblique brick top, build or mortar filleting, often because of mortar drying shrinkage or leakiness generation crack; With flexible material joint fillings such as UP, may become fragile because open-assembly time is long and aging, especially when using exterior wall.
Utility model content:
The purpose of this utility model is exactly the deficiency for prior art, and a kind of infilled wall teeming slurry joint filling structure is provided, and after it can guarantee slip casting, free from flaw produces, and all recyclable recyclings of pvc pipe used and bar dowel head, meet the requirement of green construction.
Technology solution of the present utility model is as follows:
Infilled wall teeming slurry joint filling structure, comprise infilled wall and concrete beam, the gap that some bar dowels are pressed between infilled wall and concrete beam is located on the body of wall of a side, pvc pipe is pressed on the body of wall of the gap opening place opposite side between infilled wall and concrete beam and is blocking up the gap between infilled wall and concrete beam, iron wire line is fastened the middle part that is screwed in bar dowel, iron wire line entangles pvc pipe and is tightened in together through the gap between infilled wall and concrete beam and two the end of a thread of iron wire line, and mortar injection is filled in the gap between infilled wall and concrete beam.
The diameter of described bar dowel is 8～10mm, and iron wire line adopts 18～20# iron wire.
Spacing between described adjacent two bar dowels and iron wire line is 450～550mm.
The beneficial effects of the utility model are:
After it can guarantee slip casting, free from flaw produces, and all recyclable recyclings of pvc pipe used and bar dowel head, meet the requirement of green construction.
Accompanying drawing explanation:
Fig. 1 is structural representation of the present utility model;
In figure: 1, infilled wall; 2, concrete beam; 3, bar dowel; 4, pvc pipe; 5, iron wire line; 6, mortar.
The specific embodiment:
Embodiment: as shown in Figure 1, infilled wall teeming slurry joint filling structure, comprise infilled wall 1 and concrete beam 2, the gap that some bar dowels 3 are pressed between infilled wall 1 and concrete beam 2 is located on the body of wall of a side, pvc pipe 4 is pressed on the body of wall of the gap opening place opposite side between infilled wall 1 and concrete beam 2 and is blocking up the gap between infilled wall 1 and concrete beam 2, iron wire line 5 is fastened the middle part that is screwed in bar dowel 3, iron wire line 5 entangles pvc pipe 4 and is tightened in together through the gap between infilled wall 1 and concrete beam 2 and two the end of a thread of iron wire line 5, mortar 6 perfusions are filled in the gap between infilled wall 1 and concrete beam 2.
The diameter of described bar dowel 3 is 8～10mm, and iron wire line 5 adopts 18～20# iron wire.
Spacing between described adjacent two bar dowels 3 and iron wire line 5 is 450～550mm.
Construction method of the present utility model is as follows: first length is greater than to iron wire line 5 doublings of 2 times of infilled wall 1 thickness, and iron wire line 5 is fastened to the middle part of twisting bar dowel 3, make bar dowel 3 block gap one side between infilled wall 1 and concrete beam 2, two the end of a thread of iron wire line 5 pass between gap, again pvc pipe 4 is blocked to the opening of the gap opposite side between infilled wall 1 and concrete beam 2, and entangle pvc pipe 4 and tighten two the end of a thread with two the end of a thread of iron wire line 5, the spacing between each bar dowel 3 and iron wire line 5 is 500mm left and right.Fix after pvc pipe, with grouting pump, special-purpose grout and mortar is injected in the gap between infilled wall 1 and concrete beam 2, slurry injection nozzle can adopt tabular nozzle.
Operating principle: because pvc pipe is blocking up the gap between infilled wall 1 and concrete beam 2, so free from flaw produces after slip casting.
Claims (3)
1. joint filling structure is starched in infilled wall teeming, comprise infilled wall (1) and concrete beam (2), it is characterized in that: the gap that some bar dowels (3) are pressed between infilled wall (1) and concrete beam (2) is located on the body of wall of a side, pvc pipe (4) is pressed on the body of wall of the gap opening place opposite side between infilled wall (1) and concrete beam (2) and is blocking up the gap between infilled wall (1) and concrete beam (2), iron wire line (5) is fastened the middle part that is screwed in bar dowel (3), iron wire line (5) entangles pvc pipe (4) and is tightened in together through the gap between infilled wall (1) and concrete beam (2) and two the end of a thread of iron wire line (5), mortar (6) perfusion is filled in the gap between infilled wall (1) and concrete beam (2).
2. infilled wall teeming slurry joint filling structure according to claim 1, is characterized in that: the diameter of bar dowel (3) is 8～10mm, and iron wire line (5) adopts 18～20# iron wire.
3. infilled wall teeming slurry joint filling structure according to claim 1, is characterized in that: the spacing between adjacent two bar dowels (3) and iron wire line (5) is 450～550mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420326388.XU CN203924371U (en) | 2014-06-18 | 2014-06-18 | Infilled wall teeming slurry joint filling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420326388.XU CN203924371U (en) | 2014-06-18 | 2014-06-18 | Infilled wall teeming slurry joint filling structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203924371U true CN203924371U (en) | 2014-11-05 |
Family
ID=51820221
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420326388.XU Expired - Lifetime CN203924371U (en) | 2014-06-18 | 2014-06-18 | Infilled wall teeming slurry joint filling structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203924371U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587053A (en) * | 2015-12-31 | 2016-05-18 | 中国十七冶集团有限公司 | Industrialized residential wall bottom grouting construction method |
| CN106049869A (en) * | 2016-06-29 | 2016-10-26 | 浙江省建工集团有限责任公司 | Construction method aiming at subsequently built filling wall beam bottom seam plugging |
| CN111502327A (en) * | 2020-05-08 | 2020-08-07 | 中国十七冶集团有限公司 | Equipment and method for building top seam of wall |
| CN113700301A (en) * | 2021-08-27 | 2021-11-26 | 山东建科特种建筑工程技术中心有限公司 | Grouting layer plugging method for assembly type component and assembly type component connection construction method |
-
2014
- 2014-06-18 CN CN201420326388.XU patent/CN203924371U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587053A (en) * | 2015-12-31 | 2016-05-18 | 中国十七冶集团有限公司 | Industrialized residential wall bottom grouting construction method |
| CN105587053B (en) * | 2015-12-31 | 2018-01-02 | 中国十七冶集团有限公司 | A kind of industrialization house wall bottom grouting construction method |
| CN106049869A (en) * | 2016-06-29 | 2016-10-26 | 浙江省建工集团有限责任公司 | Construction method aiming at subsequently built filling wall beam bottom seam plugging |
| CN111502327A (en) * | 2020-05-08 | 2020-08-07 | 中国十七冶集团有限公司 | Equipment and method for building top seam of wall |
| CN113700301A (en) * | 2021-08-27 | 2021-11-26 | 山东建科特种建筑工程技术中心有限公司 | Grouting layer plugging method for assembly type component and assembly type component connection construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141105 |