CN109083399A - A kind of adjustable build-in type liftable supporter of steel building - Google Patents
A kind of adjustable build-in type liftable supporter of steel building Download PDFInfo
- Publication number
- CN109083399A CN109083399A CN201811070359.0A CN201811070359A CN109083399A CN 109083399 A CN109083399 A CN 109083399A CN 201811070359 A CN201811070359 A CN 201811070359A CN 109083399 A CN109083399 A CN 109083399A
- Authority
- CN
- China
- Prior art keywords
- type
- supporting plate
- steel
- screw rods
- bracing member
- 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
- 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
-
- 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
- E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
Abstract
The present invention relates to a kind of adjustable build-in type liftable supporters of steel building, including putting type lifting support, the bracket includes long and short screw rod, and the bottom end of two screw rods is matched, and arranged in parallel, the affixed bottom plate in the bottom end of two screw rods, upper and lower height-adjustable supporting plate is equipped between two screw rods, the top of long bolt is equipped with liftable top bracing member, and the upper end of top bracing member is connected with top plate, top bracing member is equipped with firmware, and the card slot for accommodating C-type steel keel is formed between firmware and the supporting plate.The present invention is suitable for the laminated floor slab of the building using components such as H profile steel, channel steels as structural steel beam or the formwork bracing system of in-situ reinforced concrete slab, keep shuttering supporting simple process easy to operate, easy to use, the duration is saved, the resource distribution of manpower and mechanical equipment is saved.
Description
Technical field
The invention belongs to building fields, are related to slab form and superimposed sheet board bottom support device, and in particular to one kind is with H-type
The cast-in-situ steel reinforced concrete building of the buildings such as steel, channel steel, I-steel, steel house, the industrial premises that angle steel is structural steel beam
Plate (superimposed sheet) template sets up the adjustable build-in type liftable supporter used.
Background technique
It is pushed energetically in country today of Green Architectural Development, steel building is with its lightweight, high-strength, speed of application is fast,
The advantages that anti-seismic performance is good, runs through " minimizing, recycling, recycling " in building life cycle management, which becomes, pushes building industry
Change, information-based and industrialization fresh combatants.Therefore, the shuttering supporting technology that research is suitable for steel construction also becomes when business
It is anxious.Currently, the traditional formwork bracing system of steel building cast-in-situ floor uses full hall steel tubular scaffold with couplers template construction skill
Art, the scaffold for the receiving top construction loads being made of upright bar, horizon bar, bridging, fastener etc..Process equipment material investment
Greatly, noise is big, labor intensity is high, speed of application is slow.
Summary of the invention
In order to solve the above problems existing in the present technology, the present invention provides a kind of being adjusted for steel building is embedding
Stationary liftable supporter.
The technical scheme adopted by the invention is as follows: a kind of adjustable build-in type liftable supporter of steel building,
Including putting type lifting support, which includes long and short screw rod, and two screw rods are arranged in parallel, and bottom end is matched, two screw rods
Bottom end is fixed on a bottom plate, and upper and lower height-adjustable supporting plate is equipped between two screw rods, and the long bolt above supporting plate is set with
Liftable top bracing member, long bolt are equipped with the locking key of support top bracing member bottom end, and top bracing member top is connected with top plate, top bracing member
It is equipped with rotatable steadily firmware, forms the card slot for accommodating C-type steel keel between firmware and the supporting plate.
Preferably, the both ends of supporting plate are corresponding across two screw rods, by being located at below supporting plate two with two screw rods Corresponding matching
Regulating nut is fixed to support the supporting plate.
Preferably, the top bracing member includes casing, and top plate is fixed on the cannula tip, and lower end is from the top of long bolt
It is inserted in, the long bolt below casing is equipped with the locking key of supporting sleeve bottom end.
Preferably, the firmware is made of anchor ear and L-type drag hook, and anchor ear is mounted on casing to be fastened by screw, is embraced
The side of hoop is fixed with horizontally disposed L-type drag hook, and the bending end of drag hook is arranged downwards, for opened on C-type steel keel
The fitting of mouth end.
Preferably, the long bolt between the short screw above supporting plate, the supporting plate between two screw rods, supporting plate and anchor ear and drawing
The card slot of C-type steel keel is accommodated described in hook-forming.
Preferably, the short screw above supporting plate is equipped with the fastener being bonded with C-type steel keel lower open end.
Compared with prior art, the beneficial effects of the present invention are:
1. bracket of the invention mainly includes long and short screw rod, vertical supporting is few, passes through supporting plate between two screw rods and long bolt top
The rotatable firmware of installation forms C-type steel keel card slot, which easily adjusts according to the specification of C-type steel keel, assembles
Change degree is high, easy construction is easy to operate, gets rid of constraint of the floorslab concrete intensity to support system substantially, and material of the present invention is used
The advantages of amount is few, and interlayer space is big, keeps construction site open clean and tidy, fully demonstrates safety construction.
2. the branch of adjustable up-down bracket build-in of the invention above and below the structural steel beam between flange plate as upper load
Support point, the C-type steel as main joist is fixed on lifting support card slot and adjust to need to absolute altitude at, then will as time
The flitch of keel is arranged in C-type steel top by conceptual design spacing, constitutes form bracing system.It is perpendicular instead of traditional scaffold
To support, dependence and traditional support system material of the conventional template support system to lower layer's floorslab concrete intensity are overcome
Dosage is more, the disadvantage more than the fragmentary more occupied spaces of accessory.
3. forming form bracing system using the present invention, template installation is carried out, reaches to floorslab concrete intensity and wants
After asking, the present apparatus is removed, simplifies operation, enhances security reliability, saves the duration, effectively reduces manpower and machinery
Resource distribution, structure is simple, installing and dismounting is torn open conveniently, easily scene processing or factory process, reusable, is suitable for H-type
The cast-in-situ steel reinforced concrete building of the buildings such as steel, channel steel, I-steel, steel house, the industrial premises that angle steel is structural steel beam
Plate construction.
Detailed description of the invention
Fig. 1, for structural schematic diagram of the invention；
Fig. 2, for usage state diagram of the invention.
In figure: 1, bottom plate；2, long bolt；3, short screw；4, anchor ear；5, L-type drag hook；6, top plate；7, casing；8, supporting plate；
9, regulating nut；10, screw；11, locking key；12, fastener；13, H profile steel, 14, C-type steel keel.
Specific embodiment
Below with reference to specific attached drawing, the present invention is further explained in detail and is illustrated；
As shown in Figure 1, a kind of adjustable build-in type liftable supporter of steel building, is the adjustable up-down of putting type
Bracket, the bracket are asymmetric U-shaped frame, including the long and short screw rod of M16, and the bottom end of two screw rods is matched, arranged in parallel, two
The bottom end of screw rod affixed one is used for the bottom plate 1 being placed on H profile steel lower flange, and two screw rods are equipped with a supporting plate 8 between middle part, should
The both ends of supporting plate 8 are corresponding across two screw rods, pass through two regulating nut 9(M16 nuts of 8 lower section and two screw rods Corresponding matching of supporting plate)
It is fixed to support the supporting plate 8, change the height of support supporting plate 8 by position of two regulating nuts 9 of rotation on two screw rods, reaches
The top of the upper and lower purpose for adjusting 8 height of supporting plate, long bolt 2 is equipped with liftable top bracing member, and the top bracing member includes casing 7,
7 top of casing is connected with top plate 6, and top plate 6 for placing 13 top flange of H profile steel, be inserted in from the top of long bolt 2 by 7 lower end of casing,
The locking key 11 of supporting sleeve bottom end is installed, locking key is that spinning is suitable with it on long bolt on the long bolt 2 of 7 lower section of casing
The support nut (M16 nut) matched changes its position on long bolt by the support nut clockwise or counterclockwise
It rises or falls the casing above it along the axial direction of long bolt, plays the mesh of adjusting sleeve pipe height rear support casing
's.Top bracing member is equipped with firmware, and the firmware is made of anchor ear and L-type drag hook, and anchor ear is mounted on casing 7 as requested
Suitable position after by screw 10 connect 4 both ends of anchor ear, the side of anchor ear 4 is fixed with horizontally disposed L-type drag hook 5, drag hook
Bending end be arranged downwards, the short spiral shell above long bolt and supporting plate between L-type drag hook, supporting plate, L-type drag hook and supporting plate
Bar forms the card slot for accommodating C-type steel keel 14, wherein the bending end of drag hook with C-type steel keel upper open end for being bonded.
The fastener being bonded with C-type steel keel lower open end is installed, which is spinning short on the short screw above supporting plate
Matched M16 nut on screw rod.
As shown in Fig. 2, the bottom plate of putting type lifting support is placed on the lower flange of H profile steel 13.Casing 7 is Ф 20*2
Seamless steel pipe, top and top plate 6 are welded to connect, by Ф 20*2 seamless steel pipe sleeve on M16 long bolt 2, by supporting nut
11(M16 nut) as the fixed supporting sleeve of locking key, rotation support nut, which adjusts its position on long bolt, to be made on casing
It rises, fits closely top plate 6 thereon with 13 top flange of H profile steel；Firmware uses 8 drag hook 5 of Ф and anchor ear 4, and the two welding connects
It connects, anchor ear 4 is installed on Ф 20*2 seamless steel pipe 7 by M5 screw 10, and anchor ear 4 can around Ф 20*2 seamless steel pipe 7
Horizontal 360-degree rotation, C-type steel keel are placed in the region between supporting plate 8 and drag hook, adjust c-type keel strip by lifting supporting plate 8
Position, by adjust anchor ear 4 height and rotate angle prevents it from toppling to fasten C-type steel keel 14.
Embodiment
In use, as shown in Fig. 2, one of certain engineering structure girder steel face H profile steel 13 of deciding what is right and what is wrong, first by bottom plate of the invention
1 is placed on the upside of 13 bottom wing listrium of H profile steel, rotation support nut, and the height of adjusting sleeve pipe makes top plate 6 and H profile steel thereon
It fits closely on the downside of 13 top flange, the present apparatus is mounted in H profile steel 13 by above-mentioned adjusting；Then by C-type steel keel 14
It is placed on supporting plate 8, adjusts the height of C-type steel keel 14 by rotating two regulating nuts, 9 lifting supporting plate 8 simultaneously, highly reach
After requiring to absolute altitude, the lower part of the fixed C-type steel keel 14 of rotation fastener 12 is tightly fixed to it on supporting plate 8, while adjusting steady
The height of firmware anchor ear 4 makes L-type drag hook 5 be close to the top of C-type steel keel 14, and rotating drag hook 5 makes it be close to C-type steel keel
14 upper open end edges finally screw position of the fixed anchor ear 4 of M5 screw 10 on casing 7, it is stupefied to reach support shuttering system master
Purpose.Then, it can be laid with time stupefied and bamboo plywood on C-type steel keel 14 and form complete slab form support system.
Claims (6)
1. a kind of adjustable build-in type liftable supporter of steel building, it is characterised in that: go up and down branch including putting type
Frame, the bracket include long and short screw rod (2,3), and two screw rods are arranged in parallel, and bottom end is matched, and the bottom end of two screw rods is fixed in
Upper and lower height-adjustable supporting plate (8), long bolt (2) suit above supporting plate (8) are equipped on one bottom plate (1), between two screw rods
There is liftable top bracing member, long bolt (2) is equipped with the locking key (11) of support top bracing member bottom end, and top bracing member top is connected with top
Plate (6), top bracing member are equipped with rotatable firmware, and the card slot for accommodating C-type steel keel is formed between firmware and the supporting plate.
2. a kind of adjustable build-in type liftable supporter of steel building according to claim 1, feature exist
In: the both ends of supporting plate (8) are corresponding across two screw rods, by being located at two regulating nuts below supporting plate with two screw rods Corresponding matching
(9) fixed to support the supporting plate.
3. a kind of adjustable build-in type liftable supporter of steel building according to claim 1 or 2, feature
Be: the top bracing member includes casing (7), and top plate (6) is fixed on casing (7) top, and casing (7) lower end is from long bolt (2)
Top be inserted in, the long bolt (2) below casing (7) be equipped with supporting sleeve (7) bottom end locking key (11).
4. a kind of adjustable build-in type liftable supporter of steel building according to claim 3, feature exist
In: the firmware is made of anchor ear (4) and L-type drag hook (5), and anchor ear (4) is mounted on casing (7) tight by screw (10)
Gu the side of anchor ear (4) is fixed with horizontally disposed L-type drag hook (5), the bending end of drag hook is arranged downwards, is used for and c-type
The fitting of steel joist (14) upper open end.
5. a kind of adjustable build-in type liftable supporter of steel building according to claim 4, feature exist
In: long bolt between the supporting plate (8) between short screw (3), two screw rods, supporting plate and anchor ear (4) above supporting plate (8) and draw
Hook (5) forms the card slot for accommodating C-type steel keel.
6. a kind of according to claim 1, adjustable build-in type liftable supporter of steel building described in 2,4 or 5,
It is characterized by: the short screw (3) above supporting plate (8) is equipped with the fastener (12) being bonded with C-type steel keel lower open end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811070359.0A CN109083399B (en) | 2018-09-13 | 2018-09-13 | Adjustable embedded type lifting support device for steel structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811070359.0A CN109083399B (en) | 2018-09-13 | 2018-09-13 | Adjustable embedded type lifting support device for steel structure building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109083399A true CN109083399A (en) | 2018-12-25 |
| CN109083399B CN109083399B (en) | 2020-06-12 |
Family
ID=64841703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811070359.0A Active CN109083399B (en) | 2018-09-13 | 2018-09-13 | Adjustable embedded type lifting support device for steel structure building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109083399B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101701494A (en) * | 2009-10-23 | 2010-05-05 | 清华大学 | Detachable convenient support device of steel structure building template and use method thereof |
| CN202627526U (en) * | 2012-04-12 | 2012-12-26 | 嘉兴学院 | Support device |
| WO2014103392A1 (en) * | 2012-12-28 | 2014-07-03 | 株式会社Ａｏｉ | Deck plate support device and slab construction method using same |
| CN103967273A (en) * | 2014-04-16 | 2014-08-06 | 云南昆钢钢结构有限公司 | Concrete formwork supporting device for floor slab concreting |
| CN205224649U (en) * | 2015-12-09 | 2016-05-11 | 山西四建集团有限公司 | Liftable formula composite floor slab support system |
| JP2017166195A (en) * | 2016-03-15 | 2017-09-21 | 株式会社Ａｏｉ | Deck plate support and slab construction method using the same |
| JP2017223025A (en) * | 2016-06-15 | 2017-12-21 | 株式会社Ａｏｉ | Deck receiving jig |
-
2018
- 2018-09-13 CN CN201811070359.0A patent/CN109083399B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101701494A (en) * | 2009-10-23 | 2010-05-05 | 清华大学 | Detachable convenient support device of steel structure building template and use method thereof |
| CN202627526U (en) * | 2012-04-12 | 2012-12-26 | 嘉兴学院 | Support device |
| WO2014103392A1 (en) * | 2012-12-28 | 2014-07-03 | 株式会社Ａｏｉ | Deck plate support device and slab construction method using same |
| CN103967273A (en) * | 2014-04-16 | 2014-08-06 | 云南昆钢钢结构有限公司 | Concrete formwork supporting device for floor slab concreting |
| CN205224649U (en) * | 2015-12-09 | 2016-05-11 | 山西四建集团有限公司 | Liftable formula composite floor slab support system |
| JP2017166195A (en) * | 2016-03-15 | 2017-09-21 | 株式会社Ａｏｉ | Deck plate support and slab construction method using the same |
| JP2017223025A (en) * | 2016-06-15 | 2017-12-21 | 株式会社Ａｏｉ | Deck receiving jig |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109083399B (en) | 2020-06-12 |
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