CN107237436A - A kind of method of temporarily fixing during cavity floor construction - Google Patents
A kind of method of temporarily fixing during cavity floor construction Download PDFInfo
- Publication number
- CN107237436A CN107237436A CN201710397883.8A CN201710397883A CN107237436A CN 107237436 A CN107237436 A CN 107237436A CN 201710397883 A CN201710397883 A CN 201710397883A CN 107237436 A CN107237436 A CN 107237436A
- Authority
- 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.)
- Granted
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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
Abstract
A kind of method of temporarily fixing when the present invention is specifically cavity floor construction；It is characterized in that：Including：Support body is set up in floor aspect and support body surface completely spreads floor slab bottoms template；Connecting seat 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 at the top of prefabricated diaphragm capsule in the way of transverse and longitudinal is interlocked, and 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 connecting seat, in this way, all prefabricated diaphragm capsules are fixed in floor slab bottoms template, it is ensured that it is not moved or deformed in work progress.And subsequently reserve hole in floor slab bottoms and be also beneficial to quickly drain the ponding inside cavity floor, and then be conducive to improving construction quality.
Description
Technical field
The present invention relates to method of temporarily fixing during a kind of the realm of building construction, specifically cavity floor construction.
Background technology
In general cavity floor work progress, using galvanized wire colligation cavity diaphragm capsule to fix, difficulty of construction is big and solid more
Determine effect to be difficult to ensure that.Diaphragm capsule can enter a small amount of ponding in construction, and conventional construction method is difficult to exclude.
The content of the invention
It is an object of the present invention to provide a kind of servicing unit, it is conducive to the fixation of cavity diaphragm capsule and ensures matter of constructing
Amount.
In order to achieve the above object, the present invention is realized in：
A kind of method of temporarily fixing during cavity floor construction, including cushion block, connecting rod, connecting seat and connection sheet, it is described interim
Fixing means is specifically included：
Step 1, set up support body in floor aspect and support body surface completely spreads floor slab bottoms template, form cavity floor construction plane；
Step 2, the bottom surface setting connecting seat in floor slab bottoms template,
Step 3, the top surface setting cushion block in floor slab bottoms template；
Step 4, prefabricated diaphragm capsule is set above cushion block；
Step 5, connection sheet is set at the top of prefabricated diaphragm capsule in the way of transverse and longitudinal is interlocked, 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 connecting seat, in this way,
All prefabricated diaphragm capsules are fixed in floor slab bottoms template, it is ensured that it is not moved or deformed in work progress.
In method of temporarily fixing when described cavity floor is constructed, work progress, the installation of prefabricated diaphragm capsule, according to design
Drawing interspersed progress synchronous with reinforcing bar colligation, removes connecting rod and connection sheet, finally by floor coagulation in time after concreting
Native superficial compaction troweling completes whole processes.
Method of temporarily fixing when described cavity floor is constructed, every group of prefabricated diaphragm capsule is drilled with 4 holes, and the hole, which gives, matches somebody with somebody
Close connection sheet and connecting rod and all prefabricated diaphragm capsules are connected to become an entirety by connecting seat.
Method of temporarily fixing when described cavity floor is constructed, connecting rod is made by justifying connecting rod；Its top is T-shaped hand
Handle, the effect of installation and removal is reached for the bar that is rotatably connected；Its lower end is used for and the connection of bottom template provided with screw thread.
Method of temporarily fixing when described cavity floor is constructed, after connecting rod is removed, the hole of floor slab tops utilizes mixed
Solidifying grave is closed, and floor bottom hole is remained with beneficial to the ponding drained in construction into cavity, is conducive to improving engineering matter
Amount, is finally closed using cement mortar.
Multiple prefabricated diaphragm capsules are connected with each other and form an entirety by this method of temporarily fixing, are so subsequently pouring coagulation
It is difficult to be subjected to displacement prefabricated diaphragm capsule during native operation, so as to ensure that the quality of floor slab construction, and is subsequently reserved in floor slab bottoms
Hole is also beneficial to quickly drain the ponding inside cavity floor, and then is conducive to improving construction quality.
Brief description of the drawings
Fig. 1 cavity floors construction steel plate strip distribution schematic diagram.
Fig. 2 cavity floor constructing device scheme of installations.
Fig. 3 steel plate strip schematic diagrames.
Fig. 4 T-shaped handle fixed connecting rod organigrams.
Fig. 5 has hole concrete pad organigram.
Fig. 6 nut limit device schematic diagrames.
Embodiment
The present invention is further illustrated below by way of specific embodiment.
As shown in Fig. 1 ~ Fig. 6, method of temporarily fixing during a kind of cavity floor construction, including cushion block 4, connecting rod 5, connection
Seat 6 and connection sheet 2, the method for temporarily fixing are specifically included：
Step 1, set up support body in floor aspect and support body surface completely spreads floor slab bottoms template 3, form cavity floor construction plane；
Step 2, the bottom surface setting connecting seat 6 in floor slab bottoms template 3,
Step 3, the top surface setting cushion block 4 in floor slab bottoms template 3；
Step 4, the prefabricated diaphragm capsule 1 of setting above cushion block 4；
Step 5, at the top of prefabricated diaphragm capsule 1 connection sheet 2 is set in the way of transverse and longitudinal is interlocked, the connection sheet 2 will be adjacent
Two pieces of prefabricated diaphragm capsules 1 are connected；
Connecting rod 5 is inserted between step 6, the connecting rod 2 and prefabricated diaphragm capsule 1, the connecting rod 5 is threadedly coupled with connecting seat 6,
In this way, all prefabricated diaphragm capsules 1 are fixed in floor slab bottoms template 3, it is ensured that it is not moved or deformed in work progress.
In method of temporarily fixing during described cavity floor construction, work progress, the installation of prefabricated diaphragm capsule 1, according to setting
Drawing interspersed progress synchronous with reinforcing bar colligation is counted, connecting rod 5 and connection sheet 6 are removed after concreting in time, finally by floor
Concrete surface compacting troweling completes whole processes.
Method of temporarily fixing when described cavity floor is constructed, every group of prefabricated diaphragm capsule 1 is drilled with 4 holes, and the hole gives
All prefabricated diaphragm capsules 1 are connected to become an entirety by mating connection piece 2 and connecting rod 5 and connecting seat 6.
Method of temporarily fixing when described cavity floor is constructed, connecting rod 5 is made by circle connecting rod；Its top is T-shaped
Handle, the effect of installation and removal is reached for the bar that is rotatably connected；Its lower end is used for and the connection of bottom template provided with screw thread.
Method of temporarily fixing when described cavity floor is constructed, after connecting rod 5 is removed, the hole of floor slab tops utilizes mixed
Solidifying grave is closed, and floor bottom hole is remained with beneficial to the ponding drained in construction into cavity, is conducive to improving engineering matter
Amount, is finally closed using cement mortar.
Claims (5)
1. method of temporarily fixing during a kind of cavity floor construction, it is characterized in that：Including cushion block, connecting rod, connecting seat and connection
Piece, the method for temporarily fixing is specifically included：
Step 1, set up support body in floor aspect and support body surface completely spreads floor slab bottoms template, form cavity floor construction plane；
Step 2, the bottom surface setting connecting seat in floor slab bottoms template,
Step 3, the top surface setting cushion block in floor slab bottoms template；
Step 4, prefabricated diaphragm capsule is set above cushion block；
Step 5, connection sheet is set at the top of prefabricated diaphragm capsule in the way of transverse and longitudinal is interlocked, 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 connecting seat, in this way,
All prefabricated diaphragm capsules are fixed in floor slab bottoms template, it is ensured that it is not moved or deformed in work progress.
2. method of temporarily fixing during cavity floor construction according to claim 1, it is characterized in that：In work progress, in advance
The installation of molding box, according to design drawing it is synchronous with reinforcing bar colligation it is interspersed carry out, removed in time after concreting connecting rod and
Connection sheet, finally completes whole processes by floorslab concrete superficial compaction troweling.
3. method of temporarily fixing during cavity floor construction according to claim 1, it is characterized in that：Every group of prefabricated diaphragm capsule is bored
There are 4 holes, the hole gives mating connection piece and connecting rod and connecting seat that all prefabricated diaphragm capsules are connected to become into an entirety.
4. method of temporarily fixing during cavity floor construction according to claim 1, it is characterized in that：Connecting rod is by justifying connection
Bar makes；Its top is T-handle, and the effect of installation and removal is reached for the bar that is rotatably connected；Its lower end is used for provided with screw thread
With the connection of bottom template.
5. method of temporarily fixing during cavity floor construction according to claim 1, it is characterized in that：After connecting rod is removed,
The hole of floor slab tops utilizes concrete enclosing, and floor bottom hole is remained with beneficial to the product drained in construction into cavity
Water, is conducive to improving construction quality, is finally 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 true CN107237436A (en) | 2017-10-10 |
| CN107237436B 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) |
Cited By (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 |
Cited By (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107237436B (en) | 2019-07-30 |
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