CN204098486U - The concrete of building basement roof ater-casting hangs mould - Google Patents
The concrete of building basement roof ater-casting hangs mould Download PDFInfo
- Publication number
- CN204098486U CN204098486U CN201420589295.6U CN201420589295U CN204098486U CN 204098486 U CN204098486 U CN 204098486U CN 201420589295 U CN201420589295 U CN 201420589295U CN 204098486 U CN204098486 U CN 204098486U
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- China
- Prior art keywords
- hangs
- ater
- casting
- template
- muscle
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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
- 238000005266 casting Methods 0.000 title claims abstract description 32
- 239000004567 concrete Substances 0.000 title claims abstract description 13
- 210000003205 muscle Anatomy 0.000 claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 abstract description 3
- 206010024453 Ligament sprain Diseases 0.000 abstract description 2
- 208000010040 Sprains and Strains Diseases 0.000 abstract description 2
- 210000002435 tendon Anatomy 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 239000002699 waste material Substances 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of concrete of building basement roof ater-casting and hang mould, this hangs mould and is located at basement roof and need builds ater-casting place, this hangs mould and comprises and hang muscle, lifting rope, brace rod, cushion block and template, and described template is provided with several lifting rope hole, and cushion block is provided with and hangs muscle groove; Described cushion block is symmetrically set in the end face of the basement roof of both sides, ater-casting, template is located at the bottom surface of the basement roof of ater-casting, that hangs that muscle is located at symmetrically arranged cushion block hangs in muscle groove, brace rod is located at bottom template, lifting rope one end and brace rod are twisted together, and the other end passes the lifting rope hole in template and hangs sprain of muscle and tendon and ties.The utility model sets up bracing frame without the need to secondary can complete formwork, has the advantage that structure is simple, save material, save labor.
Description
Technical field
The utility model relates to the mould of field of engineering building concreting, and especially a kind of concrete of building basement roof ater-casting hangs mould.
Background technology
In the construction of building concrete structure, prevent monolithic reinforced concrete structure because autogenous shrinkage is uneven or the uneven issuable harmful cracks of sedimentation, according to designing requirement, stay establish temporary construction to stitch in sole plate, wall, beam relevant position, structure is temporarily divided into some parts, shrink through component inside, water again and smash this constuction joint concrete after the some time, structure being linked to be overall area becomes ater-casting.
In the post empiricism of the basement roof of prior art, according to the technological requirement of ater-casting, need in basement roof concreting final set after about 60 days, namely inside configuration has been shunk, concrete strength is up to standard, just allow to build ater-casting concrete, Problems existing is, due to the restriction of construction period, when building basement roof ater-casting, the bracing frame of basement roof is removed, cause alter-pouring strips mould plate to install, secondary can only be taked to set up bracing frame to solve the support problem of template, not only waste material but also waste time and energy.
Utility model content
The purpose of this utility model is that a kind of concrete of building basement roof ater-casting provided for the deficiencies in the prior art hangs mould, the utility model sets up bracing frame without the need to secondary can complete formwork, has the advantage that structure is simple, save material, save labor.
The concrete technical scheme realizing the utility model object is:
A kind of concrete of building basement roof ater-casting hangs mould, this hangs mould and is located at basement roof and need builds ater-casting place, its feature is that this hangs mould and comprises and hang muscle, lifting rope, brace rod, cushion block and template, described template is rectangular slab, it is longitudinally arranged with several lifting rope hole, hangs muscle and brace rod is reinforcement bar, lifting rope is steel wire rope, cushion block is rectangular block, and its one side is provided with hangs muscle groove;
Described cushion block is symmetrically set in the end face of the basement roof of both sides, ater-casting, template is located at the bottom surface of the basement roof of ater-casting, that hangs that muscle is located at symmetrically arranged cushion block hangs in muscle groove, brace rod is located at bottom template, lifting rope one end and brace rod are twisted together, and the other end passes the lifting rope hole in template and hangs sprain of muscle and tendon and ties.
The utility model sets up bracing frame without the need to secondary can complete formwork, has the advantage that structure is simple, save material, save labor.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model cushion block;
Fig. 3 is the structural representation of the utility model template;
Fig. 4 is using state schematic diagram of the present utility model.
Detailed description of the invention
Consult Fig. 1, Fig. 2, Fig. 3, the mould that hangs of the present utility model need build ater-casting place for being located at basement roof 1, this hangs mould and comprises and hang muscle 2, lifting rope 3, brace rod 4, cushion block 5 and template 6, described template 6 is rectangular slab, it is longitudinally arranged with several lifting rope hole 61, hangs muscle 2 and brace rod 4 is reinforcement bar, lifting rope 3 is steel wire rope, cushion block 5 is rectangular block, and its one side is provided with hangs muscle groove 51;
Described cushion block 5 is symmetrically set in the end face of the basement roof 1 of both sides, ater-casting, template 6 is located at the bottom surface of the basement roof 1 of ater-casting, that hangs that muscle 2 is located at symmetrically arranged cushion block 5 hangs in muscle groove 51, brace rod 4 is located at bottom template 6, lifting rope 3 one end and brace rod 4 are twisted together, and the other end passes the lifting rope hole 61 in template 6 and hangs muscle 2 and twists together.
The utility model uses like this:
Consult Fig. 1, Fig. 2, Fig. 3, Fig. 4, before the ater-casting 7 of basement roof 1 is built, the utility model is located at ater-casting 7 place that need build, specifically be implemented as follows, first cushion block 5 is symmetrically set on the end face of basement roof 1 of both sides, ater-casting 7, muscle 2 will be hung and be across ater-casting 7, and be placed in symmetrically arranged two cushion blocks 5 hang in muscle groove 51, brace rod 4 is placed in the bottom of template 6 along the transverse direction of template 6, the two ends of brace rod 4 is made to aim at the lifting rope hole 61 of two horizontally sets, lifting rope 3 one end is passed from the lifting rope hole 61 of template 6 and twists together with brace rod 4, above basement roof 1, the other end of lifting rope 3 is passed through the space of ater-casting 7 by template 6 pull-up, until template 6 touches the bottom surface of basement roof 1, finally by lifting rope 3 with hang muscle 2 and twist together, on the bottom surface being attached to basement roof 1 making template 6 firm, and the bottom of ater-casting 7 is completely closed, it is complete that the utility model concrete hangs installing of mould.
If desired, ater-casting 7 place cloth muscle need be built at basement roof 1, the concreting to ater-casting, maintenance can be implemented, finally the lifting rope 3 that basement roof 1 exposes is wiped out, remove until hang mould.
The utility model technique is simple, and speed of application is fast, especially for the construction of large area ater-casting, avoids the operation that secondary sets up bracing frame, neither affects building structure, can meet again the regulation of job specfication, also has the advantage of saving material, saving labor.
Claims (1)
1. a concrete of building basement roof ater-casting hangs mould, this hangs mould and is located at basement roof (1) and need builds ater-casting place, it is characterized in that this hangs mould and comprises and hang muscle (2), lifting rope (3), brace rod (4), cushion block (5) and template (6), described template (6) is rectangular slab, it is longitudinally arranged with several lifting rope hole (61), hang muscle (2) and brace rod (4) is reinforcement bar, lifting rope (3) is steel wire rope, cushion block (5) is rectangular block, and its one side is provided with hangs muscle groove (51); Described cushion block (5) is symmetrically set in the end face of the basement roof (1) of both sides, ater-casting, template (6) is located at the bottom surface of the basement roof (1) of ater-casting, that hangs that muscle (2) is located at symmetrically arranged cushion block (5) hangs in muscle groove (51), brace rod (4) is located at template (6) bottom, lifting rope (3) one end and brace rod (4) are twisted together, and the other end passes the lifting rope hole (61) in template (6) and hangs muscle (2) and twists together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420589295.6U CN204098486U (en) | 2014-10-13 | 2014-10-13 | The concrete of building basement roof ater-casting hangs mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420589295.6U CN204098486U (en) | 2014-10-13 | 2014-10-13 | The concrete of building basement roof ater-casting hangs mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204098486U true CN204098486U (en) | 2015-01-14 |
Family
ID=52266924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420589295.6U Expired - Fee Related CN204098486U (en) | 2014-10-13 | 2014-10-13 | The concrete of building basement roof ater-casting hangs mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204098486U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019645A (en) * | 2015-07-28 | 2015-11-04 | 上海建工二建集团有限公司 | Template system for building concrete structure at earth-taking opening in top-down construction method, and construction method |
| CN105401718A (en) * | 2015-12-09 | 2016-03-16 | 苏州金螳螂建筑装饰股份有限公司 | Floor hole blockage lifting mold structure |
| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN109025260A (en) * | 2018-07-26 | 2018-12-18 | 中民筑友科技投资有限公司 | A kind of prefabricated floor slab back casting band joint structure and its construction method |
| CN110242040A (en) * | 2019-07-08 | 2019-09-17 | 中信国安建工集团有限公司 | Construction method based on building post-cast belt |
| CN114753253A (en) * | 2022-03-08 | 2022-07-15 | 武汉市市政建设集团有限公司 | Prefabricated beam bridge wet joint mold flying device and construction method |
-
2014
- 2014-10-13 CN CN201420589295.6U patent/CN204098486U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019645A (en) * | 2015-07-28 | 2015-11-04 | 上海建工二建集团有限公司 | Template system for building concrete structure at earth-taking opening in top-down construction method, and construction method |
| CN105401718A (en) * | 2015-12-09 | 2016-03-16 | 苏州金螳螂建筑装饰股份有限公司 | Floor hole blockage lifting mold structure |
| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN109025260A (en) * | 2018-07-26 | 2018-12-18 | 中民筑友科技投资有限公司 | A kind of prefabricated floor slab back casting band joint structure and its construction method |
| CN110242040A (en) * | 2019-07-08 | 2019-09-17 | 中信国安建工集团有限公司 | Construction method based on building post-cast belt |
| CN114753253A (en) * | 2022-03-08 | 2022-07-15 | 武汉市市政建设集团有限公司 | Prefabricated beam bridge wet joint mold flying device and construction method |
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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 |
Granted publication date: 20150114 Termination date: 20161013 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |