CN107237436B - A kind of method of temporarily fixing when cavity floor is constructed - Google Patents
A kind of method of temporarily fixing when cavity floor is constructed Download PDFInfo
- Publication number
- CN107237436B CN107237436B CN201710397883.8A CN201710397883A CN107237436B CN 107237436 B CN107237436 B CN 107237436B CN 201710397883 A CN201710397883 A CN 201710397883A CN 107237436 B CN107237436 B CN 107237436B
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- CN
- China
- Prior art keywords
- connecting rod
- floor
- prefabricated diaphragm
- temporarily fixing
- floor slab
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Method of temporarily fixing when specifically a kind of cavity floor construction of the invention；It is characterized in that: including: to set up frame body in floor level simultaneously completely to spread floor slab bottoms template in frame body surface；Attachment base is set in the bottom surface of floor slab bottoms template, cushion block is set in the top surface of floor slab bottoms template；Prefabricated diaphragm capsule is set above cushion block；Connection sheet is set according to transverse and longitudinal staggered mode at the top of prefabricated diaphragm capsule, two pieces of adjacent prefabricated diaphragm capsules are connected by the connection sheet；Connecting rod is inserted between the connecting rod and prefabricated diaphragm capsule, the connecting rod is threadedly coupled with attachment base, in this way, all prefabricated diaphragm capsules are fixed in floor slab bottoms template, it is ensured that it does not occur mobile in the construction process or deforms.And it is subsequent reserve hole in floor slab bottoms and be also beneficial to quickly drain the ponding inside cavity floor, and then be conducive to improve construction quality.
Description
Technical field
The present invention relates to the realm of building construction, method of temporarily fixing when specifically a kind of cavity floor is constructed.
Background technique
In general cavity floor work progress, galvanized wire is mostly used to bind in order to fix cavity diaphragm capsule, difficulty of construction is big and solid
Determine effect to be difficult to ensure.Diaphragm capsule can enter a small amount of ponding in construction, and conventional construction method is difficult to exclude.
Summary of the invention
The object of the present invention is to provide a kind of auxiliary devices, are conducive to the fixation of cavity diaphragm capsule and guarantee matter of constructing
Amount.
In order to achieve the above object, the present invention is implemented as follows:
A kind of method of temporarily fixing when cavity floor is constructed, including cushion block, connecting rod, attachment base and connection sheet, it is described
Method of temporarily fixing specifically includes:
Step 1, setting up frame body in floor level, simultaneously frame body surface completely spreads floor slab bottoms template, and it is flat to form cavity floor construction
Face；
Attachment base is arranged in the bottom surface of floor slab bottoms template in step 2,
Cushion block is arranged in the top surface of floor slab bottoms template in step 3；
Prefabricated diaphragm capsule is arranged in step 4 above cushion block；
Connection sheet is arranged according to the staggered mode of transverse and longitudinal at the top of prefabricated diaphragm capsule in step 5, and the connection sheet will be adjacent
Two pieces of prefabricated diaphragm capsules are connected；
Connecting rod is inserted between step 6, the connecting rod and prefabricated diaphragm capsule, the connecting rod is threadedly coupled with attachment base,
In this way, all prefabricated diaphragm capsules are fixed in floor slab bottoms template, it is ensured that it does not occur mobile in the construction process or deforms.
Method of temporarily fixing when the described cavity floor construction, in work progress, the installation of prefabricated diaphragm capsule, according to design
Drawing interspersed progress synchronous with reinforcing bar binding, removes connecting rod and connection sheet, finally by floor coagulation in time after concreting
Native superficial compaction troweling completes whole processes.
The method of temporarily fixing when cavity floor is constructed, every group of prefabricated diaphragm capsule are drilled with 4 holes, which, which gives, matches
It closes connection sheet and connecting rod and attachment base and all prefabricated diaphragm capsules is connected to become an entirety.
The method of temporarily fixing when cavity floor is constructed, connecting rod are made by justifying connecting rod；Its top is T shape hand
Handle has the function that installation and removal for rotating connecting rod；Its lower end is equipped with screw thread for connecting with bottom template.
The method of temporarily fixing when cavity floor is constructed, after connecting rod is removed, the hole of floor slab tops utilizes mixed
Solidifying grave closes, and floor lower part hole remains with the ponding for being conducive to drain and entering cavity in construction, is conducive to improve engineering matter
Amount is finally closed using cement mortar.
Multiple prefabricated diaphragm capsules are connected with each other and are formed an entirety by this method of temporarily fixing, so pour coagulation subsequent
It is not easy to be subjected to displacement prefabricated diaphragm capsule when native operation, to ensure that the quality of floor slab construction, and subsequent be reserved in floor slab bottoms
Hole is also beneficial to quickly drain the ponding inside cavity floor, and then is conducive to improve construction quality.
Detailed description of the invention
Fig. 1 cavity floor construction steel plate strip distribution schematic diagram.
Fig. 2 cavity floor constructing device scheme of installation.
Fig. 3 steel plate strip schematic diagram.
Fig. 4 T shape handle fixed connecting rod organigram.
Fig. 5 has hole concrete pad organigram.
Fig. 6 nut limit device schematic diagram.
Specific embodiment
The present invention is further illustrated below by way of specific embodiment.
As shown in Fig. 1 ~ Fig. 6, a kind of cavity floor construct when method of temporarily fixing, including cushion block 4, connecting rod 5, connection
Seat 6 and connection sheet 2, the method for temporarily fixing specifically include:
Step 1, setting up frame body in floor level, simultaneously frame body surface completely spreads floor slab bottoms template 3, forms cavity floor construction
Plane；
Attachment base 6 is arranged in the bottom surface of floor slab bottoms template 3 in step 2,
Cushion block 4 is arranged in the top surface of floor slab bottoms template 3 in step 3；
Prefabricated diaphragm capsule 1 is arranged in step 4 above cushion block 4；
Connection sheet 2 is arranged according to the staggered mode of transverse and longitudinal at the top of prefabricated diaphragm capsule 1 in step 5, and the connection sheet 2 is by phase
Two pieces of adjacent prefabricated diaphragm capsules 1 are connected；
Connecting rod 5, the connecting rod 5 and 6 screw thread of attachment base are inserted between step 6, the connection sheet 2 and prefabricated diaphragm capsule 1
Connection, in this way, all prefabricated diaphragm capsules 1 are fixed in floor slab bottoms template 3, it is ensured that its do not occur in the construction process it is mobile or
Deformation.
Method of temporarily fixing when the described cavity floor construction, in work progress, the installation of prefabricated diaphragm capsule 1, according to setting
Drawing interspersed progress synchronous with reinforcing bar binding is counted, connecting rod 5 and connection sheet 6 are removed after concreting in time, finally by floor
Concrete surface is compacted troweling and completes whole processes.
The method of temporarily fixing when cavity floor is constructed, every group of prefabricated diaphragm capsule 1 are drilled with 4 holes, which gives
All prefabricated diaphragm capsules 1 are connected to become an entirety by mating connection piece 2 and connecting rod 5 and attachment base 6.
The method of temporarily fixing when cavity floor is constructed, connecting rod 5 are made by circle connecting rod；Its top is T shape
Handle has the function that installation and removal for rotating connecting rod；Its lower end is equipped with screw thread for connecting with bottom template.
The method of temporarily fixing when cavity floor is constructed, after connecting rod 5 is removed, the hole of floor slab tops utilizes mixed
Solidifying grave closes, and floor lower part hole remains with the ponding for being conducive to drain and entering cavity in construction, is conducive to improve engineering matter
Amount is finally closed using cement mortar.
Claims (5)
- Method of temporarily fixing when 1. a kind of cavity floor is constructed, it is characterized in that: including cushion block, connecting rod, attachment base and connection Piece, the method for temporarily fixing specifically include:Step 1, setting up frame body in floor level, simultaneously frame body surface completely spreads floor slab bottoms template, forms cavity floor construction plane；Attachment base is arranged in the bottom surface of floor slab bottoms template in step 2,Cushion block is arranged in the top surface of floor slab bottoms template in step 3；Prefabricated diaphragm capsule is arranged in step 4 above cushion block；Connection sheet is arranged according to the staggered mode of transverse and longitudinal at the top of prefabricated diaphragm capsule in step 5, and the connection sheet is by adjacent two pieces Prefabricated diaphragm capsule is connected；Connecting rod is inserted between step 6, the connecting rod and prefabricated diaphragm capsule, the connecting rod is threadedly coupled with attachment base, in this way, All prefabricated diaphragm capsules are fixed in floor slab bottoms template, it is ensured that it does not occur mobile in the construction process or deforms.
- Method of temporarily fixing when 2. cavity floor according to claim 1 is constructed, it is characterized in that: in work progress, in advance The installation of molding box, according to design drawing interspersed progress synchronous with reinforcing bar binding, removed in time after concreting connecting rod and Floorslab concrete superficial compaction troweling is finally completed whole processes by connection sheet.
- Method of temporarily fixing when 3. cavity floor according to claim 1 is constructed, it is characterized in that: every group of prefabricated diaphragm capsule bores There are 4 holes, which gives mating connection piece and connecting rod and attachment base and all prefabricated diaphragm capsules are connected to become an entirety.
- Method of temporarily fixing when 4. cavity floor according to claim 1 is constructed, it is characterized in that: connecting rod is by justifying connection Bar production；Its top is T-handle, has the function that installation and removal for rotating connecting rod；Its lower end is used for equipped with screw thread It is connected with bottom template.
- Method of temporarily fixing when 5. cavity floor according to claim 1 is constructed, it is characterized in that: after connecting rod is removed, The hole of floor slab tops utilizes concrete enclosing, and floor lower part hole remains with the product for being conducive to drain and entering cavity in construction Water is conducive to improve construction quality, finally be closed using cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710397883.8A CN107237436B (en) | 2017-05-31 | 2017-05-31 | A kind of method of temporarily fixing when cavity floor is constructed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710397883.8A CN107237436B (en) | 2017-05-31 | 2017-05-31 | A kind of method of temporarily fixing when cavity floor is constructed |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107237436A CN107237436A (en) | 2017-10-10 |
| CN107237436B true CN107237436B (en) | 2019-07-30 |
Family
ID=59985944
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710397883.8A Active CN107237436B (en) | 2017-05-31 | 2017-05-31 | A kind of method of temporarily fixing when cavity floor is constructed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107237436B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867964A (en) * | 2018-06-14 | 2018-11-23 | 中国冶集团有限公司 | The thin-walled square chest that the closely knit construction method of cassette ceiling anti-floating and this method use |
| CN109680856A (en) * | 2018-12-28 | 2019-04-26 | 淮北矿业(集团)工程建设有限责任公司 | A kind of fixing card and its construction method for plaster mould box |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0452600B1 (en) * | 1990-03-20 | 1995-08-23 | Fukuvi Chemical Industry Co., Ltd. | Double structured floors and panels for use in double floors |
| CN1136336A (en) * | 1994-08-19 | 1996-11-20 | 马芝纳力克技术公司 | Method and apparatus for erecting building structures |
| CN1789608A (en) * | 2004-12-18 | 2006-06-21 | 邱则有 | Hollow reinforced concrete slab |
| CN101831963A (en) * | 2009-01-09 | 2010-09-15 | 冯刚克 | Novel multipurpose composite insulation board and construction method and processing device thereof |
| CN204590360U (en) * | 2015-03-25 | 2015-08-26 | 湖北大成空间科技股份有限公司 | A kind of cavity plate continuously |
-
2017
- 2017-05-31 CN CN201710397883.8A patent/CN107237436B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0452600B1 (en) * | 1990-03-20 | 1995-08-23 | Fukuvi Chemical Industry Co., Ltd. | Double structured floors and panels for use in double floors |
| CN1136336A (en) * | 1994-08-19 | 1996-11-20 | 马芝纳力克技术公司 | Method and apparatus for erecting building structures |
| CN1789608A (en) * | 2004-12-18 | 2006-06-21 | 邱则有 | Hollow reinforced concrete slab |
| CN101831963A (en) * | 2009-01-09 | 2010-09-15 | 冯刚克 | Novel multipurpose composite insulation board and construction method and processing device thereof |
| CN204590360U (en) * | 2015-03-25 | 2015-08-26 | 湖北大成空间科技股份有限公司 | A kind of cavity plate continuously |
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| Publication number | Publication date |
|---|---|
| CN107237436A (en) | 2017-10-10 |
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