CN110185256A - Prefabricated stacking floor overally supports system - Google Patents
Prefabricated stacking floor overally supports system Download PDFInfo
- Publication number
- CN110185256A CN110185256A CN201910590999.2A CN201910590999A CN110185256A CN 110185256 A CN110185256 A CN 110185256A CN 201910590999 A CN201910590999 A CN 201910590999A CN 110185256 A CN110185256 A CN 110185256A
- Authority
- CN
- China
- Prior art keywords
- support
- prefabricated stacking
- supports system
- stacking floor
- overally supports
- 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
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 15
- 230000006978 adaptation Effects 0.000 claims abstract description 4
- 238000003491 array Methods 0.000 claims abstract description 4
- 239000002390 adhesive tape Substances 0.000 claims description 8
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 230000002265 prevention Effects 0.000 claims description 8
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 6
- 241001669679 Eleotris Species 0.000 description 2
- 239000000956 alloy Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/005—Strips for covering joints between form sections, e.g. to avoid burring or spilling of laitance
Abstract
The present invention is intended to provide a kind of installation is simple, occupy little space and well-set Prefabricated stacking floor overally supports system.The present invention includes being mounted on crossbeam above the aluminum alloy mould plate support general frame along aluminum alloy mould plate that floor structure plate is circumferentially arranged support general frame, adaptation and supported rod erecting on floor structure plate is arranged in several arrays, connector is equipped on the top of each supported rod erecting, it is connected by support keel between two connectors of arbitrary neighborhood, passes through the support keel positioned at the connector of array edges and be connected with the crossbeam.The present invention is applied to the technical field of building.
Description
Technical field
The present invention relates to Prefabricated stacking floors to overally support system.
Background technique
The support system of existing Prefabricated stacking floor installation generally uses conventional steel frame, jacking and sleeper as supporter
System or tripod list support top add jacking and sleeper as support system, and vertical upright bar spacing and level is arranged according to code requirement
Pull rod spacing, is adjusted jacking by upper end to carry out Pass line adjustment, to realize the support system to Prefabricated stacking floor installation,
But there is assembling trouble in the support system of aforesaid way, space occupied is big and due to heaviness, carry very difficult.
Summary of the invention
The technical problem to be solved by the present invention is to overcome the deficiencies of the prior art and provide, a kind of installation is simple, occupies
Space is small and well-set Prefabricated stacking floor overally supports system.
The technical scheme adopted by the invention is that: the present invention includes the aluminum alloy mould plate branch being circumferentially arranged along floor structure plate
Support general frame, adaptation are mounted on the aluminum alloy mould plate and crossbeam and several arrays above general frame are supported to be arranged in building
Supported rod erecting on layer structural slab, is equipped with connector, two companies of arbitrary neighborhood on the top of each supported rod erecting
Be connected by support keel between fitting, positioned at the connector of array edges pass through the support keel with it is described
Crossbeam is connected.
By above scheme as it can be seen that forming it into latticed branch by the setting of the connector and the support keel
Support face, and support is formed by the supported rod erecting, make it possible to quickly successively be superimposed on Prefabricated stacking floor the support dragon
On the upper surface of bone, assembles simple, quick and occupy little space, convenient in carrying.
One preferred embodiment is that the aluminum alloy mould plate support general frame includes outer panel and matches with the outer panel
The interior plate for closing setting is equipped with gap, is equipped with bridging agent in the gap between the outer panel and the interior plate.
By above scheme as it can be seen that forming the gap between the outer panel and the interior plate, by the gap
In pour into bridging agent, form it into wall body structure, it is convenient and simple and practical.
One preferred embodiment is that the crossbeam is equipped with groove, and the support keel is connected on the groove.
By above scheme as it can be seen that the setting of the groove, for installing the support keel, and is removable form,
It is circularly used for the installation of the Prefabricated stacking floor of different floors.
One preferred embodiment is that the supported rod erecting includes adjusting rod and casing, offers several on the adjusting rod
Adjustment hole, several described adjustment holes uniformly arrange along the vertical direction, are fixed in described sleeve pipe and are adapted with the adjustment hole
Bolt.
By above scheme as it can be seen that adjusting the adjusting rod and institute according to the bolt reeve adjustment hole is required through
The height of the supported rod erecting of sleeve combination entirety is stated, is supported so that being formed to the support keel.
One preferred embodiment is that mounting blocks are fixed on the bottom of described sleeve pipe, and the mounting blocks are in quadrangle, the peace
Several through-holes are offered on dress block, the mounting blocks are arranged on the floor structure plate by the through-hole.
By above scheme as it can be seen that the through-hole is passed through by bolt, to realize that the mounting blocks are packed in floor structure
On plate, that is, complete the fixed installation of the supported rod erecting.
One preferred embodiment is that mortar leakage prevention adhesive tape is equipped on the upper surface of several support keels.
One preferred embodiment is, the mortar leakage prevention adhesive tape with a thickness of 3 millimeters.
By above scheme as it can be seen that the setting of the mortar leakage prevention adhesive tape is easily installed for fixing Prefabricated stacking floor.
One preferred embodiment is that the aluminum alloy mould plate support general frame, the crossbeam and the support keel are adopted
It is made of aluminum alloy material.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is the structural schematic diagram of another angle of the present invention.
Specific embodiment
As depicted in figs. 1 and 2, in the present embodiment, the present invention includes the aluminium alloy mould being circumferentially arranged along floor structure plate 1
Plate support general frame 2, adaptation are mounted on the crossbeam 3 and several arrays of 2 top of aluminum alloy mould plate support general frame
Supported rod erecting 4 on floor structure plate 1 is set, and the crossbeam 3 is equipped with groove, and the support keel 6 is connected to described recessed
On slot, it is equipped with connector 5 on the top of each supported rod erecting 4, passes through between arbitrary neighborhood two connectors 5
Support keel 6 is connected, and the connector 5 positioned at array edges is connected by the support keel 6 with the crossbeam 3
Connect, be equipped with mortar leakage prevention adhesive tape 14 on the upper surface of several support keels 6, the mortar leakage prevention adhesive tape 14 with a thickness of 3
Millimeter, the aluminum alloy mould plate support general frame 2, the crossbeam 3 and the support keel 6 are all made of aluminum alloy material system
At in this design, Prefabricated stacking floor 12 is placed on the support keel 6, and the mortar leakage prevention adhesive tape 14 belongs to described pre-
Between laminated floor slab 12 and the support keel 6 processed.
The aluminum alloy mould plate support general frame 2 includes outer panel 7 and the inside that setting is matched with the outer panel 7
Plate 8 is equipped with gap 9, is equipped with bridging agent in the gap 9 between the outer panel 7 and the interior plate 8, described in this design
Bridging agent is cement slurry.
The supported rod erecting 4 includes adjusting rod 10 and casing 11, offers several adjustment holes on the adjusting rod 10, if
The dry adjustment hole is uniformly arranged along the vertical direction, and bolt compatible with the adjustment hole is fixed in described sleeve pipe 11,
Mounting blocks 13 are fixed on the bottom of described sleeve pipe 11, the mounting blocks 13 are in quadrangle, if offering on the mounting blocks 13
Dry through-hole, the mounting blocks 13 are arranged on the floor structure plate 1 by the through-hole.
The present invention is applied to the technical field of building.
Claims (7)
1. a kind of Prefabricated stacking floor overally supports system, it is characterised in that: it includes circumferentially being arranged along floor structure plate (1)
Aluminum alloy mould plate support general frame (2), adaptation are mounted on the crossbeam above aluminum alloy mould plate support general frame (2)
(3) and several arrays are arranged supported rod erecting (4) on floor structure plate (1), on the top of each supported rod erecting (4)
It is equipped with connector (5), is connected by support keel (6) between arbitrary neighborhood two connectors (5), be located at array
The connector (5) at edge is connected by the support keel (6) with the crossbeam (3).
2. Prefabricated stacking floor according to claim 1 overally supports system, it is characterised in that: the aluminum alloy mould plate branch
Support general frame (2) includes outer panel (7) and matches the interior plate (8) of setting, the outer panel with the outer panel (7)
(7) gap (9) are equipped between the interior plate (8), bridging agent is equipped in the gap (9).
3. Prefabricated stacking floor according to claim 1 overally supports system, it is characterised in that: set on the crossbeam (3)
Fluted, the support keel (6) is connected on the groove.
4. Prefabricated stacking floor according to claim 1 overally supports system, it is characterised in that: the supported rod erecting (4)
Including adjusting rod (10) and casing (11), several adjustment holes are offered on the adjusting rod (10), several described adjustment holes
It uniformly arranges along the vertical direction, is fixed with bolt compatible with the adjustment hole in described sleeve pipe (11).
5. Prefabricated stacking floor according to claim 4 overally supports system, it is characterised in that: the bottom of described sleeve pipe (11)
It being fixed in portion mounting blocks (13), the mounting blocks (13) are in quadrangle, several through-holes are offered on the mounting blocks (13),
The mounting blocks (13) are arranged on the floor structure plate (1) by the through-hole.
6. Prefabricated stacking floor according to claim 1 overally supports system, it is characterised in that: several described support dragons
Mortar leakage prevention adhesive tape (14) are equipped on the upper surface of bone (6).
7. Prefabricated stacking floor according to claim 6 overally supports system, it is characterised in that: the mortar leakage prevention adhesive tape
(14) with a thickness of 3 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910590999.2A CN110185256A (en) | 2019-07-02 | 2019-07-02 | Prefabricated stacking floor overally supports system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910590999.2A CN110185256A (en) | 2019-07-02 | 2019-07-02 | Prefabricated stacking floor overally supports system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110185256A true CN110185256A (en) | 2019-08-30 |
Family
ID=67724742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910590999.2A Pending CN110185256A (en) | 2019-07-02 | 2019-07-02 | Prefabricated stacking floor overally supports system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110185256A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058621A (en) * | 2019-12-26 | 2020-04-24 | 江苏恒桂创科建筑工程科技有限公司 | Early system of tearing open of floor template free of support |
| CN111075173A (en) * | 2019-12-04 | 2020-04-28 | 佛山建装建筑科技有限公司 | Assembled concrete supporting system and construction method thereof |
| CN114000632A (en) * | 2021-11-29 | 2022-02-01 | 山东高速德建集团有限公司 | Laminated slab construction structure free of ash adhesion and construction process thereof |
| CN115126223A (en) * | 2022-06-30 | 2022-09-30 | 歌山建设集团有限公司 | Simplified formwork supporting system for auxiliary beam type floor support plate and construction method of simplified formwork supporting system |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU51630U1 (en) * | 2005-08-11 | 2006-02-27 | Открытое акционерное общество Проектно-изыскательский институт "Промлеспроект" | PREFABRICATED MONOLITHIC REINFORCED CONCRETE SPAN STRUCTURE OF THE BRIDGE |
| CN109457955A (en) * | 2018-12-28 | 2019-03-12 | 合迪科技江苏有限公司 | Prefabricated stacking floor support system |
| CN210316541U (en) * | 2019-07-02 | 2020-04-14 | 广东建星建造集团有限公司 | Integral supporting system for prefabricated composite floor slab |
-
2019
- 2019-07-02 CN CN201910590999.2A patent/CN110185256A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU51630U1 (en) * | 2005-08-11 | 2006-02-27 | Открытое акционерное общество Проектно-изыскательский институт "Промлеспроект" | PREFABRICATED MONOLITHIC REINFORCED CONCRETE SPAN STRUCTURE OF THE BRIDGE |
| CN109457955A (en) * | 2018-12-28 | 2019-03-12 | 合迪科技江苏有限公司 | Prefabricated stacking floor support system |
| CN210316541U (en) * | 2019-07-02 | 2020-04-14 | 广东建星建造集团有限公司 | Integral supporting system for prefabricated composite floor slab |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111075173A (en) * | 2019-12-04 | 2020-04-28 | 佛山建装建筑科技有限公司 | Assembled concrete supporting system and construction method thereof |
| CN111075173B (en) * | 2019-12-04 | 2021-10-29 | 佛山建装建筑科技有限公司 | Assembled concrete supporting system and construction method thereof |
| CN111058621A (en) * | 2019-12-26 | 2020-04-24 | 江苏恒桂创科建筑工程科技有限公司 | Early system of tearing open of floor template free of support |
| CN114000632A (en) * | 2021-11-29 | 2022-02-01 | 山东高速德建集团有限公司 | Laminated slab construction structure free of ash adhesion and construction process thereof |
| CN115126223A (en) * | 2022-06-30 | 2022-09-30 | 歌山建设集团有限公司 | Simplified formwork supporting system for auxiliary beam type floor support plate and construction method of simplified formwork supporting system |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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