CN208039865U - A kind of dismantled and assembled adjustable multipurpose wall moulding bed - Google Patents
A kind of dismantled and assembled adjustable multipurpose wall moulding bed Download PDFInfo
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- CN208039865U CN208039865U CN201820354674.5U CN201820354674U CN208039865U CN 208039865 U CN208039865 U CN 208039865U CN 201820354674 U CN201820354674 U CN 201820354674U CN 208039865 U CN208039865 U CN 208039865U
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- shear force
- plate shear
- steel plate
- girder
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Abstract
The utility model discloses a kind of dismantled and assembled adjustable multipurpose wall moulding beds, including girder steel, column, bottom level down tube, vertical down tube, adjustable support platform, adjustable fixing device and protective device at top, girder steel is two, horizontal parallel is arranged, it is linked into an integrated entity by several bottom level down tubes between two girder steels, several columns are vertically fixed on girder steel, column on two girder steels, which is arranged in a one-to-one correspondence and is all connected with vertical down tube between the two root posts of face, forms a closing surface, rectangle between each two adjacent closing surface as one for storing steel plate shear force wall stores station.Steel plate shear force wall is fixed on to moulding bed storage station vertically when transport, steel plate shear force wall damage, deformation problems in transportational process are well solved, meet the requirement of steel plate shear force wall transport and storage, and it is directed to various sizes of steel plate shear force wall, moulding bed can be adjusted, it is adaptable, it can recycle.
Description
Technical field
The utility model belongs to building structure field, and in particular to dismantled and assembled adjustable multipurpose wall moulding bed.
Background technology
Steel plate shear force wall is using steel plate as material, and to bear the wall based on horizontal shear, stress unit is by embedding
Steel plate and vertical edges component, horizontal edge component composition, when steel plate along structure across continuous arrangement from top to bottom when, that is, formed
Steel plate shear force wall system.Steel plate shear force wall has larger elastic initial stiffness, large deformation ability as novel lateral resistant member
It is widely used at present due to the obvious advantage with the hysteretic characteristic etc. of good plasticity ability, stabilization.
Different classes of steel plate shear force wall has mechanical characteristic, construction features, handling characteristics and the applicable model of each self-structure
It encloses, one of which steel plate shear force wall top is I-steel, and mid-section body is steel plate, and lower portion T-type part at present shears steel plate
The transport of wall, with steel plate shear force wall, unit carries out as a whole, in transportational process, either places steel plate shear force wall vertically
Still it keeps flat, damage, the deformation that all steel plate shear force wall can be caused different degrees of cause unnecessary loss.
Invention content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of dismantled and assembled adjustable multipurpose
Wall moulding bed.
The utility model transports experience based on long-term steel plate shear force wall, it is proposed that a kind of dismantled and assembled adjustable is mostly used
Steel plate shear force wall is fixed on moulding bed storage station, well solved in transportational process by way wall moulding bed, when transport vertically
Steel plate shear force wall damage, deformation problems meet the requirement of steel plate shear force wall transport and storage, and for various sizes of
Steel plate shear force wall can be adjusted moulding bed, adaptable, can reuse.
Specific technical solution used by the utility model is as follows：
A kind of dismantled and assembled adjustable multipurpose wall moulding bed, including, girder steel, several columns, bottom level down tube,
Vertical down tube, adjustable support platform, adjustable fixing device and protective device at top, the girder steel are two,
And be arranged in parallel in same level, it is linked into an integrated entity by several bottom level down tubes between two girder steels, every steel
It is vertically and fixedly provided with several columns on beam, lifting lug is provided on outermost column on girder steel；Column on two girder steels is one by one
It is correspondingly arranged and is all connected with vertical down tube between the two root posts of face and form a closing surface, each two adjacent closing surface
Between as one for store steel plate shear force wall rectangle storage station moulding bed can be arranged to multiple deposit according to demand
Put station；It is each adjustable at least provided with an adjustable fixing device on four columns of each storage station both sides
Formula fixing device includes limited block, angle steel platform and fixed steel bars, and limited block is hingedly installed on by screw rod on the column,
And angle steel platform and fixed steel bars are respectively arranged in the rotating path of limited block, angle steel platform is in water for limiting limited block
Prosposition is set, and fixed steel bars are in vertical position for limiting limited block, and when limited block is horizontal, angle steel platform is in
Immediately below limited block and angle steel platform is contacted with limited block, angle steel platform limited block；When limited block is in vertical state,
Limited block rests in fixed steel bars, to be in a stable state；The 4 of the steel plate shear force wall both sides of each storage station
When a limited block is each rotated to horizontal position, formed between two limited block movable ends above same girder steel for steel to be clamped
Plate shear wall and the gap for limiting its horizontal displacement；The protective device at top includes angle steel and is connected to the steel at angle steel both ends
Rope, protective device at top are removably mounted to by cable wire at the top of moulding bed；It is set respectively on two sections of girder steels in each storage station
There are one adjustable support platforms, and adjustable support platform Liftable type is installed on girder steel, and is opened up down from top surface
It is useful for accommodating the vertical groove of steel plate shear force wall bottom T-type part.
Preferably, the limited block top is provided with rubber pad, prevents from causing to squeeze to steel plate shear force wall, and described
Gap width is not more than the thickness of steel plate shear force wall light plate, plays better fixed effect.
Preferably, both sides respectively there are one storage station column on, on medial surface and lateral surface respectively installation there are one
Adjustable fixing device, and when limited block in the two adjustable fixing devices is horizontal be directed toward opposite side
To.Column is medial surface towards the one side in moulding bed, and the opposite of medial surface is lateral surface.
Preferably, two angle steel are included at least in the protective device at top, and steel plate shearing is stuck in by cable wire respectively
The both ends in wall top portion.
Preferably, outermost column is higher than other columns on the girder steel, and lifting lug is preferably provided at above-mentioned column most
Upper end facilitates handling.
Preferably, the adjustable support platform includes two blocks of channel steels, and two blocks of channel steel webs are with web backwards to setting
There are the gap for accommodating steel plate shear force wall bottom T-type part between and, an edge of a wing of every block of channel steel upward, channel steel it is another
Through-hole is offered on a edge of a wing, channel steel top flange is extended to across through-hole for adjusting the screw rod upper end of channel steel height, under screw rod
End has been threadably secured the first location nut and the second location nut, the first location nut on girder steel top flange, screw rod
Below channel steel lower flange, and it is close to channel steel lower flange, the second location nut is located above girder steel, and is close to girder steel upper limb
Edge.
Preferably, described to be provided with cushion block between the screw rod upper end of channel steel height and channel steel top flange for adjusting.
Preferably, gasket, the described second positioning spiral shell are provided between first location nut and channel steel lower flange
It is provided with gasket between female and girder steel.
Preferably, the clamping rings for binding cable wire is provided on the girder steel on outermost column.
The utility model in terms of existing technologies, has the advantages that：
1) the T-type part of steel plate shear force wall bottom is inserted into recessed by the design of the adjustable support platform groove of the utility model
In slot, the bottom of steel plate shear force wall is secured, and can be according to the difference of different steel plate shear force wall T-type part height to adjustable
Support platform is adjusted, adaptable.
2) design of the adjustable fixing device of the utility model accommodates steel plate shear force wall in adjustable fixing device
Between, fixed function is played again to steel plate shear force wall, and adjustable fixing device is ingenious in design, it is of low cost, it can repeat to make
With.
3) angle steel is fixed at the top of steel plate shear force wall by the design of the utility model protective device at top by cable wire, right
Play fixed function at the top of steel plate shear force wall, when dismounting only needs to unlock cable wire, easy to operate.
4) the utility model can carry out Integral lifting by lifting lug to moulding bed and steel plate shear force wall.
Steel plate shear force wall is fixed on moulding bed storage station, has well solved transport by the utility model, when transport vertically
Steel plate shear force wall damage, deformation problems in process meet multiple steel plate shear force wall transhipments, transport and the requirement stacked, together
When solve the problems, such as that steel plate shear force wall construction site is stacked, play the role of finished product protection and reduce floor space, and needle
To various sizes of steel plate shear force wall, moulding bed can be adjusted, it is adaptable, moulding bed can be recycled.
Description of the drawings
Fig. 1 is the utility model multipurpose wall jig structure schematic diagram；
Fig. 2 is the utility model bottom level down tube structural schematic diagram；
Fig. 3 is the adjustable support platform distribution schematic diagram of the utility model；
Fig. 4 is the vertical down tube structural schematic diagram of the utility model；
Fig. 5 is the adjustable support platform structure chart of the utility model；
Fig. 6 (a) is structural schematic diagram when the utility model limited block rotates to horizontal direction；
Fig. 6 (b) is structural schematic diagram when the utility model limited block rotates to vertical direction；
Fig. 7 is schematic diagram when the utility model does not install steel plate shear force wall；
Fig. 8 is that the utility model installs the schematic diagram after steel plate shear force wall.
In figure：Girder steel 1, bottom level down tube 3, vertical down tube 4, adjustable support platform 5, is adjusted column 2
Formula fixing device 6, angle steel 7, cable wire 8, lifting lug 9, the first location nut 10, channel steel 11, screw rod 12, clamping rings 13, second are fixed
Position nut 14, cushion block 15, gasket 16, limited block 17, angle steel platform 18, fixed steel bars 19, rubber pad 20.
Specific implementation mode
The utility model is further elaborated and is illustrated with reference to the accompanying drawings and detailed description.In the utility model
The technical characteristic of each embodiment can carry out the corresponding combination under the premise of not conflicting with each other.
A kind of multipurpose wall moulding bed as shown in figures 1-8, including, girder steel 1, several columns 2, bottom level down tube 3,
Vertical down tube 4, adjustable support platform 5, adjustable fixing device 6 and protective device at top, girder steel 1 are two, and
It is arranged in parallel in same level, the horizontal down tube 3 intersected by two between two girder steels 1 links into an integrated entity, horizontal
Down tube 3 plays fixed function, is vertically and fixedly provided with several columns 2 on every girder steel 1,2 upper end of outermost column on girder steel 1
It is provided with lifting lug 9, is used for the Integral lifting of moulding bed；Outermost column 2 is higher than other columns 2 on girder steel 1, facilitates handling；Steel
The clamping rings 13 for binding cable wire is provided on beam 1 on outermost column 2；Column 2 on two girder steels 1 corresponds
It is arranged and the vertical down tube 4 for being all connected with two intersections between the two root posts of face 2 forms a closing surface, vertical down tube
4 play fixed function, and the rectangle for being used to store steel plate shear force wall as one between each two adjacent closing surface stores station；
At least provided with an adjustable fixing device 6, each adjustable fixation on four columns 2 of each storage station both sides
Device 6 includes limited block 17, angle steel platform 18 and fixed steel bars 19, and limited block 17 is hingedly installed on the column by screw rod
On 2, and angle steel platform 18 and fixed steel bars 19 are respectively arranged in the rotating path of limited block 17, and angle steel platform 18 is for limiting
Limited block 17 is horizontal, and fixed steel bars 19 are in vertical position for limiting limited block 17；When limited block is in level
When position, angle steel platform is in immediately below limited block and angle steel platform is contacted with limited block, angle steel platform limited block；Work as limit
When position block is in vertical state, limited block rests in fixed steel bars, to be in a stable state, needs using limit
It when block 17, is rotated to horizontal position, is not needed in use, being rotated to vertical position, such as shown in figure (6a) and (6b).
When 4 limited blocks 17 of the steel plate shear force wall both sides of each storage station are each rotated to horizontal position, 1 top of same girder steel
The gap for steel plate shear force wall to be clamped and limits its horizontal displacement is formed between two 17 movable ends of limited block, gap width is not
More than the thickness of steel plate shear force wall light plate；17 top of limited block is provided with rubber pad 20, and steel plate shear force wall is clamped in limited block 17
When, rubber pad 20 is contacted with steel plate shear force wall；Protective device at top includes at least two groups, and every group includes angle steel 7 and being connected to angle
The cable wire 8 at steel both ends, protective device at top are removably mounted to by cable wire 8 at the top of moulding bed, and cable wire 8 is bound to clamping rings 13
On, shear coping for fixed and shoulder guard.Be respectively equipped on two sections of girder steels 1 in each storage station one it is adjustable
Section formula support platform 5,5 Liftable type of adjustable support platform is installed on girder steel 1, and is offered down from top surface for holding
Receive the vertical groove of steel plate shear force wall bottom T-type part.One in two outmost adjustable support platforms in 1 the same side of girder steel
Channel steel is extensible to be linked to be an entirety, while playing the role of fixing two girder steels 1.
Embodiment as shown in Figure 5, adjustable support platform 5 include two blocks of channel steels 11, two blocks of channel steel webs and web
Backwards to setting and between there are the gap for accommodating steel plate shear force wall bottom T-type part, an edge of a wing of every block of channel steel 11 upward,
Through-hole is offered on another edge of a wing of channel steel 11,12 upper end of screw rod for adjusting channel steel height extends to channel steel across through-hole
Top flange, 12 lower end of screw rod pass through 1 top flange of girder steel, it is fixed that the first location nut 10 and second have been threadably secured on screw rod 12
Position nut 14, the first location nut 10 is located at below channel steel lower flange, and is close to channel steel lower flange, and the second location nut 14 is located at
1 top of girder steel, and it is close to 1 top flange of girder steel.For being provided with pad between the screw tip and channel steel top flange of whole channel steel height
Block 15.It is provided with gasket 16 between first location nut and channel steel lower flange, is set between second location nut and girder steel 1
It is equipped with gasket 16.Channel steel 11 is fixed on 12 upper end of screw rod by the first location nut 10, and the second location nut 14 passes through itself and screw rod
It is flat to need to be turned up adjustable support for snap-in force between 12 screw thread, studdle 12, channel steel 11 and the first location nut 10
When the height of platform 5, the second location nut 14 is rotated, screw rod 12 moves up under jacking effect, needs to turn down adjustable branch
When supportting the height of platform 5, the second location nut 14 is reversely rotated, screw rod 12 under the effect of gravity, moves down.
As shown in fig. 7, being state when multipurpose wall moulding bed does not install steel plate shear force wall.
As shown in figure 8, being the state after multipurpose wall moulding bed installation steel plate shear force wall.In Fig. 7 and Fig. 8, same root is vertical
Two adjustable fixing devices 6 on column are located on upright bar medial surface and lateral surface, in order to allow component to be shown in figure
It is clearer, the adjustable fixing device 6 at the picture back side is shown.
Steel plate shear force wall transportation resources of the utility model based on above-mentioned multipurpose wall moulding bed, steps are as follows：
1) according to the height of steel plate shear force wall bottom T-type part, by adjusting 12 He of screw rod in adjustable support platform 5
Second location nut 14 adjusts the height between adjustable support platform 5 and girder steel 1；
2) station is stored into steel plate shear force wall handling to moulding bed, and steel plate shear force wall bottom T-type part is inserted into steel member
In groove；
3) 4 pieces of limited blocks 17 for storing station both sides are rotated to horizontal position by rotary screw, in adjacent two root posts 2
Two limited blocks 17 fix steel plate shear force wall vertically, prevent steel plate shear force wall from moving horizontally；
4) step 2 and 3 is repeated, until all steel plate shear force walls lift, fix in position；
5) angle steel 7 is across on the I-steel on all steel plate shear force wall tops for being installed to storage station, and by angle
The tension of cable wire 8 at 7 both ends of steel is tied on column 2, and steel plate shear force wall top is fixed and is protected；
6) moulding bed that steel plate shear force wall installation is completed is reached into mesh by being conveyed in lifting lug handling to haulage vehicle
Ground after, by moulding bed Integral lifting to storage place；
7) when steel plate shear force wall needs lifting, moulding bed and steel plate shear force wall is integrally transported to Hoisting Position, unclamp cable wire
(8), angle steel (7) is removed, rotary stopper block (17) arrives vertical position, is sequentially completed the lifting of each steel plate shear force wall；
8) factory can be transported back by unloading the moulding bed after steel plate shear force wall, be repeatedly performed the transport of steel plate shear force wall, stored and turn
Fortune.
Embodiment described above is a kind of preferable scheme of the utility model, and so it is not to limit this practicality
It is novel.Those of ordinary skill in technical field can be in the case where not departing from the spirit and scope of the utility model
It makes a variety of changes and modification, e.g., the limited block on a root post can be arranged to 4, and fixed effect more preferably, can also will limit
Position block is arranged in the same side of column.Therefore all technical solutions for taking the mode of equivalent substitution or equivalent transformation to be obtained,
It falls within the protection scope of the present utility model.
Claims (9)
1. a kind of dismantled and assembled adjustable multipurpose wall moulding bed, it is characterised in that including, girder steel (1), several columns (2),
Bottom level down tube (3), vertical down tube (4), adjustable support platform (5), adjustable fixing device (6) and top
Protective device, the girder steel (1) is two, and is arranged in parallel in same level, by several between two girder steels (1)
Bottom level down tube (3) links into an integrated entity, and is vertically and fixedly provided with several columns (2) on every girder steel (1), on girder steel (1) most
It is provided with lifting lug (9) on the column (2) in outside；Column (2) on two girder steels (1) is arranged in a one-to-one correspondence and two of face vertical
It is all connected with vertical down tube (4) between column (2) and forms a closing surface, is used for as one between each two adjacent closing surface
The rectangle for storing steel plate shear force wall stores station；It can at least provided with one on four columns (2) of each storage station both sides
Adjusting type fixing device (6), each adjustable fixing device (6) include limited block (17), angle steel platform (18) and fixed steel
Muscle (19), limited block (17) is hingedly installed on by screw rod on the column (2), and angle steel platform (18) and fixed steel bars
(19) it is respectively arranged in the rotating path of limited block (17), angle steel platform (18) is in horizontal position for limiting limited block (17)
It sets, fixed steel bars (19) are in vertical position for limiting limited block (17)；The 4 of the steel plate shear force wall both sides of each storage station
When a limited block (17) is each rotated to horizontal position, shape between two limited block (17) movable ends above same girder steel (1)
At for steel plate shear force wall to be clamped and limits the gap of its horizontal displacement；The protective device at top includes angle steel (7) and connects
It is connected on the cable wire (8) at angle steel both ends, protective device at top is removably mounted to by cable wire at the top of moulding bed；In each storage station
Two sections of girder steels (1) on be respectively equipped with an adjustable support platform (5), adjustable support platform (5) Liftable type peace
Loaded on girder steel (1), and the vertical groove for accommodating steel plate shear force wall bottom T-type part is offered from top surface down.
2. multipurpose wall moulding bed as described in claim 1, which is characterized in that described limited block (17) top is provided with rubber
Rubber cushion (20), and the gap width is not more than the thickness of steel plate shear force wall light plate.
3. multipurpose wall moulding bed as described in claim 1, which is characterized in that there are one the columns of storage station respectively for both sides
(2) on, respectively installation is there are one adjustable fixing device (6) on medial surface and lateral surface, and the two adjustable fixations
Limited block (17) in device (6) refers in the opposite direction when being horizontal.
4. multipurpose wall moulding bed as described in claim 1, which is characterized in that included at least in the protective device at top
Two angle steel (7), are stuck in the both ends at the top of steel plate shear force wall by cable wire (8) respectively.
5. multipurpose wall moulding bed as described in claim 1, which is characterized in that outermost column on the girder steel (1)
(2) it is higher than other columns (2).
6. multipurpose wall moulding bed as described in claim 1, which is characterized in that adjustable support platform (5) packet
Include two pieces of channel steels (11), two blocks of channel steel webs and web backwards to setting and between there are for accommodating steel plate shear force wall bottom T-type
One edge of a wing in the gap of part, every piece of channel steel (11) offers through-hole, for adjusting on another edge of a wing of channel steel (11) upward
Screw rod (12) upper end of channel steel height extends to channel steel top flange across through-hole, and screw rod (12) lower end passes through girder steel (1) top flange,
The first location nut (10) and the second location nut (14), the first location nut (10) position have been threadably secured on screw rod (12)
Below channel steel lower flange, and it is close to channel steel lower flange, the second location nut (14) is located above girder steel (1), and is close to girder steel
(1) top flange.
7. multipurpose wall moulding bed as claimed in claim 6, which is characterized in that the screw rod for adjusting channel steel height
It is provided with cushion block (15) between end and channel steel top flange.
8. multipurpose wall moulding bed as claimed in claim 6, which is characterized in that first location nut and channel steel bottom wing
It is provided with gasket (16) between edge, gasket (16) is provided between second location nut and girder steel (1).
9. multipurpose wall moulding bed as described in claim 1, which is characterized in that outermost column (2) on the girder steel (1)
On be provided with clamping rings (13) for binding cable wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820354674.5U CN208039865U (en) | 2018-03-15 | 2018-03-15 | A kind of dismantled and assembled adjustable multipurpose wall moulding bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820354674.5U CN208039865U (en) | 2018-03-15 | 2018-03-15 | A kind of dismantled and assembled adjustable multipurpose wall moulding bed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039865U true CN208039865U (en) | 2018-11-02 |
Family
ID=63947608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820354674.5U Active CN208039865U (en) | 2018-03-15 | 2018-03-15 | A kind of dismantled and assembled adjustable multipurpose wall moulding bed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208039865U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343252A (en) * | 2018-03-15 | 2018-07-31 | 中天建设集团浙江钢构有限公司 | Dismantled and assembled adjustable multipurpose wall moulding bed |
| CN110029734A (en) * | 2019-05-15 | 2019-07-19 | 中铁建设集团有限公司 | A kind of erecting by overhang for jacking formwork system |
-
2018
- 2018-03-15 CN CN201820354674.5U patent/CN208039865U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343252A (en) * | 2018-03-15 | 2018-07-31 | 中天建设集团浙江钢构有限公司 | Dismantled and assembled adjustable multipurpose wall moulding bed |
| CN108343252B (en) * | 2018-03-15 | 2024-02-02 | 浙江中天恒筑钢构有限公司 | Detachable and adjustable multipurpose wall jig frame |
| CN110029734A (en) * | 2019-05-15 | 2019-07-19 | 中铁建设集团有限公司 | A kind of erecting by overhang for jacking formwork system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 311300 No. 520 Heting Street, Qingshan Lake Street, Linan District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Zhongtian Hengzhu Steel Structure Co., Ltd. Address before: 311300 Linan Economic Development Zone, Hangzhou City, Zhejiang Province Patentee before: Zhongtian Construction Group Zhejiang Steel Co., Ltd. |
|
| CP03 | Change of name, title or address |