CN206144139U - Wall combination plank sheathing structure in full concrete elevartor shaft - Google Patents
Wall combination plank sheathing structure in full concrete elevartor shaft Download PDFInfo
- Publication number
- CN206144139U CN206144139U CN201621190432.4U CN201621190432U CN206144139U CN 206144139 U CN206144139 U CN 206144139U CN 201621190432 U CN201621190432 U CN 201621190432U CN 206144139 U CN206144139 U CN 206144139U
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- CN
- China
- Prior art keywords
- square steel
- plank sheathing
- template
- joist square
- shaped
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a wall combination plank sheathing structure in full concrete elevartor shaft, it is formed by the big template of a slice, two long templates of L shape and two short mold sheet composition of L shape, and the minor face of two long templates of L shape is connected respectively at the both ends of big template, and the minor face of two short templates of L shape is connected with the long limit of two long templates of L shape respectively. The utility model discloses a combination plank sheathing structure is assembled, adopts the straight bolt of full thread to consolidate drawing the system, and construction convenience is swift, compares with tradition plank sheathing reinforcement system in bulk, and bulk strength and rigidity are high, stability is good, are difficult for the perk and warp to can effectively avoid template explosion, the mould that rises, the efficiency of construction height has, have enough to meet the need efficient, proportion of goods damageds low grade advantage.
Description
Technical field
The utility model is related to a kind of full concrete elevator inner wall surface and combines wooden formwork structure, belongs to building construction technology neck
Domain.
Background technology
The conventionally employed template of elevator shear wall assembled system in bulk, typically makees time stupefied, master with 50 × 50 × 3mm square steel
It is stupefied to adopt 100 × 100 wooden a tree, used in making timber for boats, using the Screw arbor with nut at both-ends and common butterfly button of Ф 12 to drawing, typically adopt during construction usage
Interim assembled pattern, due to problem of materials and the uncertain factor of manual operation, simultaneously because the Screw arbor with nut at both-ends of Ф 12
Screw thread easily weares and teares or pollution concrete, causes the butterfly button easily factor such as loosening, is easy to cause template assembly unreasonable, mould
Panel stiffness is not enough, and unbalance stress during concrete vibrating under concrete lateral pressure and the load action that vibrates, easily causes spelling
Seam faulting of slab ends, template arch camber, flatness, perpendicularity be unqualified, or even draws screw rod fracture, the problems such as there is quick-fried mould phenomenon.
Utility model content
The utility model provides a kind of full concrete elevator inner wall surface and combines wooden formwork structure, and the combination wooden formwork structure has
Joint dislocation caused by the uncertainty avoided because of interim assembly of effect, template arch camber, flatness, perpendicularity are unqualified, very
To screw rod fracture is drawn, there is the phenomenons such as quick-fried mould, while the structure has efficiency of construction high, have enough to meet the need efficiency high, the low spy of the proportion of goods damageds
Point, with wide popularizing application prospect.
The technical solution of the utility model：A kind of full concrete elevator inner wall surface combines wooden formwork structure, and it is by a piece of big mould
Plate, the long template of two panels L-shaped and the short form assembly of two panels L-shaped are formed.
In combinations thereof wooden formwork structure, the minor face of the long template of two panels L-shaped is connected to the two ends of large form, two panels L
The minor face of the short template of shape is connected respectively with the long side of the long template of two panels L-shaped.
In combinations thereof wooden formwork structure, described large form includes plank sheathing, secondary joist square steel and main joist square steel,
Row's secondary joist square steel is fixed with by steel nail on the outside of plank sheathing, two row main joist square steel is provided with secondary joist square steel,
Main joist square steel is fixed by thread with plank sheathing drawknot, and reserved pulling eye is offered on plank sheathing.
In combinations thereof wooden formwork structure, the long template of described L-shaped and the short template of L-shaped include two pieces of vertical wooden models
Plate, secondary joist square steel and main joist square steel, are fixed with row's secondary joist square steel, secondary on the outside of every block of plank sheathing by steel nail
Two row main joist square steel are provided with keel square steel, main joist square steel is fixed by thread with plank sheathing drawknot, at two pieces
Reserved pulling eye is all offered on plank sheathing.
Due to adopting above-mentioned technical proposal, the utility model has the advantage of：The utility model is hardened using combination wooden model
Structure carries out assembly, is reinforced using the straight bolt cross-pulling system of full thread, convenient and quick construction, with conventional bulk plank sheathing reinforcement system
Compare, bulk strength and rigidity are high, good stability, be difficult to tilt deformation, and quick-fried mould can be prevented effectively from, rise mould, with construction effect
Rate is high, has enough to meet the need efficiency high, the low advantage of the proportion of goods damageds.
Description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of large form in the utility model；
Fig. 3 is the right view of Fig. 2；
Fig. 4 is the structural representation of the long template of L-shaped or the short template of L-shaped in the utility model；
Fig. 5 is the right view of Fig. 4；
Fig. 6 is the top view of Fig. 4.
Description of reference numerals：1- plank sheathings, 2- secondary joist square steel, 3- main joist square steel, 4- steel nails, 5- threads, 6-
Reserved pulling eye, 7- large forms, the long template of 8-L shapes, the short template of 9-L shapes.
Specific embodiment
In order that the purpose of this utility model, technical scheme and advantage are clearer, it is right with reference to the accompanying drawings and examples
The utility model is described in further detail.
Embodiment of the present utility model：Full concrete elevator inner wall surface combination wooden formwork structure such as Fig. 1 institutes of the present utility model
Show, it is combined by a piece of large form 7, the long template 8 of two panels L-shaped and the short template 9 of two panels L-shaped, the long template 8 of two panels L-shaped it is short
While being connected to the two ends of large form 7, the minor face of the short template 9 of two panels L-shaped is connected respectively with the long side of the long template 8 of two panels L-shaped.
Referring to Fig. 2, described large form 7 includes plank sheathing 1, secondary joist square steel 2 and main joist square steel 3, passes through in the outside of plank sheathing 1
Steel nail 4 is fixed with row's secondary joist square steel 2, and two row main joist square steel 3 are provided with secondary joist square steel 2, and main joist square steel 3 leads to
Cross thread 5 to fix with the drawknot of plank sheathing 1, reserved pulling eye 6 is offered on plank sheathing 1.Referring to Fig. 3, described L-shaped is long
Template 8 and the short template 9 of L-shaped include two blocks of vertical plank sheathings 1, secondary joist square steel 2 and main joist square steel 3, per block
The outside of plank sheathing 1 is fixed with row's secondary joist square steel 2 by steel nail 4, and two row main joist square steel are provided with secondary joist square steel 2
3, main joist square steel 3 is fixed by thread 5 with the drawknot of plank sheathing 1, and on two blocks of plank sheathings 1 reserved pulling eye is all offered
6。
When being embodied as, after full concrete elevator inner wall surface is according to drawing unwrapping wire, positioning, the short mould of two panels two panels L-shaped is first lifted
Plate 9 is simultaneously fixed temporarily, and the long template 8 of two panels L-shaped and large form 7, wherein the main joist square steel at the two ends of large form 7 are then lifted successively
3 and the main joist square steel 3 on the long side of the long template 8 of L-shaped stretch out template 50mm, be set to assembled tongue and groove, block the long template 8 of L-shaped
Minor face, and as its main joist, prevent minor face template stress deformation.Lifting it is in place after, using thread 5 from wall column side according to
Secondary plank sheathing 1, secondary joist square steel 2, main joist through main joist square steel 3, secondary joist square steel 2, plank sheathing 1 and wall column opposite side
Square steel 3, then locks two ends thread 5 hexagonal stay bolt, while adjusting wall column perpendicularity and flatness.
Claims (4)
1. a kind of full concrete elevator inner wall surface combines wooden formwork structure, it is characterised in that：It is by a piece of large form（7）, two panels L-shaped
Long template（8）With the short template of two panels L-shaped（9）Combine.
2. full concrete elevator inner wall surface according to claim 1 combines wooden formwork structure, it is characterised in that：Two panels L-shaped is long
Template（8）Minor face be connected to large form（7）Two ends, the short template of two panels L-shaped（9）Minor face it is long with two panels L-shaped respectively
Template（8）Long side connection.
3. full concrete elevator inner wall surface according to claim 1 and 2 combines wooden formwork structure, it is characterised in that：Described
Large form（7）Including plank sheathing（1）, secondary joist square steel（2）And main joist square steel（3）, in plank sheathing（1）Outside passes through steel nail
（4）It is fixed with row's secondary joist square steel（2）, in secondary joist square steel（2）On be provided with two row main joist square steel（3）, main joist side
Steel（3）By thread（5）With plank sheathing（1）Drawknot is fixed, in plank sheathing（1）On offer reserved pulling eye（6）.
4. full concrete elevator inner wall surface according to claim 1 and 2 combines wooden formwork structure, it is characterised in that：Described L
The long template of shape（8）And the short template of L-shaped（9）Include two blocks of vertical plank sheathings（1）, secondary joist square steel（2）And main joist
Square steel（3）, in every block of plank sheathing（1）Outside passes through steel nail（4）It is fixed with row's secondary joist square steel（2）, in secondary joist square steel（2）
On be provided with two row main joist square steel（3）, main joist square steel（3）By thread（5）With plank sheathing（1）Drawknot is fixed,
Two blocks of plank sheathings（1）On all offer reserved pulling eye（6）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621190432.4U CN206144139U (en) | 2016-10-28 | 2016-10-28 | Wall combination plank sheathing structure in full concrete elevartor shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621190432.4U CN206144139U (en) | 2016-10-28 | 2016-10-28 | Wall combination plank sheathing structure in full concrete elevartor shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206144139U true CN206144139U (en) | 2017-05-03 |
Family
ID=58624792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621190432.4U Expired - Fee Related CN206144139U (en) | 2016-10-28 | 2016-10-28 | Wall combination plank sheathing structure in full concrete elevartor shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206144139U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319844A (en) * | 2022-02-15 | 2022-04-12 | 江苏华江建设集团有限公司 | Construction method of elevator shaft lifting type steel frame aluminum alloy cylinder mold |
-
2016
- 2016-10-28 CN CN201621190432.4U patent/CN206144139U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319844A (en) * | 2022-02-15 | 2022-04-12 | 江苏华江建设集团有限公司 | Construction method of elevator shaft lifting type steel frame aluminum alloy cylinder mold |
| CN114319844B (en) * | 2022-02-15 | 2024-01-02 | 江苏华江建设集团有限公司 | Construction method of elevator shaft lifting type steel frame aluminum alloy barrel mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170503 Termination date: 20171028 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |