CN206279536U - A kind of steel for supporting steel sheet pile encloses purlin - Google Patents
A kind of steel for supporting steel sheet pile encloses purlin Download PDFInfo
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- CN206279536U CN206279536U CN201621356777.2U CN201621356777U CN206279536U CN 206279536 U CN206279536 U CN 206279536U CN 201621356777 U CN201621356777 U CN 201621356777U CN 206279536 U CN206279536 U CN 206279536U
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- right angle
- angle beam
- sheet pile
- steel sheet
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 230000004888 barrier function Effects 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 12
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 239000000725 suspension Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000001795 light effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Purlin is enclosed the utility model discloses a kind of steel for supporting steel sheet pile, solve the problems, such as that the common purlin that encloses is difficult to Fast Installation dismounting, its drip irrigation device is, including two first right angle beams and two second right angle beams, also include contacting at the support bar of the first right angle beam and the second right angle beam lower surface, the support bar is fixed on the madial wall of steel sheet pile, the upper surface of first right angle beam end is provided with breach, the end of second right angle beam is fixed with the contiguous block for being sticked in breach, reaches the steel and encloses the purpose that purlin facilitates installing/dismounting.
Description
Technical field
The utility model is related to Foundation Pit Support Engineering field, and more particularly to a kind of steel for supporting steel sheet pile encloses purlin.
Background technology
In interim embankment when retaining wall and bay water installations in the construction of underground structure are built etc., use more
Steel sheet pile.Steel encloses purlin and serves vital effect for the reinforcing of steel sheet pile, effectively prevent steel sheet pile be subject to soil or
Hydraulic pressure inwardly caves in.
The Chinese utility model patent for now retrieving a Publication No. CN204609295U discloses a kind of square column
Template anchor ear encloses purlin, and square column template surrounding is reinforced using anchor ear and encloses purlin and reinforce, and four sides is adjacent to be enclosed and connected using bolt between purlin
Connect, column opposite face is fixed between enclosing purlin using to drawing tie rod, anchor ear encloses purlin and is welded with reinforcing plate in the increasing of setting tie rod position.
This encloses purlin and although serves certain support effect, but, when in installation, this encloses purlin, four sides is adjacent to enclose profit between purlin
It is connected with, this installation method is excessively cumbersome, is unfavorable for Fast Installation, while when dismantling this and enclosing purlin, once bolt connection
Place gets rusty or is squeezed and deforms upon, and causes dismounting difficult.Therefore, this enclose purlin structure have be difficult to Fast Installation dismounting
Shortcoming.
Utility model content
The purpose of this utility model is to provide a kind of steel for supporting steel sheet pile and encloses purlin, with facilitating the excellent of installing/dismounting
Point.
Above-mentioned technical purpose of the present utility model technical scheme is that：One kind is used for supporting steel plate
The steel of stake encloses purlin, including two first right angle beams and two second right angle beams, also including contacting at the first right angle beam and second straight
The support bar of cantilevered corner beam lower surface, the support bar is fixed on the madial wall of steel sheet pile, the upper surface of first right angle beam end
Breach is provided with, the end of second right angle beam is fixed with the contiguous block for being sticked in breach.
By using above-mentioned technical proposal, will support is dry is welded in after the madial wall of steel sheet pile, by the first right angle beam and
Second right angle beam is sequentially placed into the upper surface of support bar, and then under gravity, the first right angle beam and the second right angle beam are vertical
The free degree in direction is restricted, while contiguous block is sticked in breach, so that phase between the first right angle beam and the second right angle beam
Mutually support, so that the free degree of the first right angle beam and the second right angle beam horizontal direction is restricted, effectively increases the steel and encloses purlin
Structural strength.The structure need not be aligned bolt and screwing bolts compared with common bolt connection, during installing/dismounting, especially
It is that compared with the more situation of bolt, the steel encloses purlin more to be had the advantages that to facilitate installing/dismounting.
Further setting of the present utility model, is provided with reinforcing between the lower surface of the support bar and the madial wall of steel sheet pile
Muscle.
By using above-mentioned technical proposal, rinforcement bar is supported between support bar and steel sheet pile, and then makes support bar more
Firmly, bigger vertical pressure can be born, and then support bar is difficult when being extruded by the first right angle beam and the second right angle beam
Deformation, effectively increases the structural strength that the steel encloses purlin.
Further setting of the present utility model, the domed shape of rinforcement bar.
By using above-mentioned technical proposal, the rinforcement bar of arch shape has the advantages that to reduce stress concentration, and then rinforcement bar
Bigger pressure can be born, with on-deformable advantage, the structural strength that the steel encloses purlin is further effectively increased.
Further setting of the present utility model, the support bar is provided with barrier block, the barrier away from the end of steel sheet pile
The madial wall of block contacts at the side wall of the first right angle beam and the second right angle beam.
By using above-mentioned technical proposal, the side wall of the first right angle beam and the second right angle beam offsets with the madial wall of barrier block
Touch, and then the first right angle beam and the horizontal free degree of the second right angle beam are limited by barrier block, therefore, in installation and removal,
First right angle beam and the second right angle beam are difficult to be skidded off from the end of support bar, effectively increase the security of construction.
Further setting of the present utility model, it is oblique that the upper surface of the barrier block is provided with that steel sheet pile is in tilted layout
Face.
By using above-mentioned technical proposal, steel sheet pile, support bar and barrier block are formed and supply the first right angle beam and the second right angle
The accommodating caulking groove of beam, inclined-plane is conducive to the first right angle beam and the second right angle beam to be directed at the caulking groove, even if the first right angle beam and second
The edge of right angle beam is contradicted to inclined-plane, it is also possible to is slided in the caulking groove along inclined-plane, has been further speeded up installation effectiveness.
The upper surface of further setting of the present utility model, first right angle beam and the second right angle beam is equipped with two use
In the first hook ring of lifting.
By using above-mentioned technical proposal, the first hook ring can be fixed for suspension hook or other instruments, be easy to staff to exist
Apply active force on first right angle beam and the second right angle beam, and then in installation and dismounting, staff can be quicker
First right angle beam and the second right angle beam are carried to specified location by ground, have further speeded up the efficiency of installing/dismounting.
Further setting of the present utility model, also including four cant beams for being used for reinforcing, the both ends of the surface difference of the cant beam
Contact at the madial wall of the first right angle beam and the second right angle beam.
By using above-mentioned technical proposal, cant beam is supported between the first right angle beam and the second right angle beam, so that the steel encloses
Purlin can bear bigger transverse shear stress power, and then steel sheet pile is more not easy to strike the beam, and further increases the steel and encloses purlin
Structural strength.
Further setting of the present utility model, the two ends of the cant beam are provided with extension board, first right angle beam and second
Right angle beam is provided with the draw-in groove for extension board engaging.
By using above-mentioned technical proposal, extension board is sticked in draw-in groove, and then cant beam is difficult in the first right angle beam and
Slided between two right angle beams, effectively increase the structural strength that the steel encloses purlin；The connected mode of this engaging simultaneously, relative to weldering
Connect and bolt connection, have the advantages that to be easily installed and dismantle.
Further setting of the present utility model, the upper surface of the cant beam is provided with the second hook ring for lifting by crane.
By using above-mentioned technical proposal, the second hook ring can be fixed for suspension hook or other instruments, be easy to staff to exist
Apply active force on cant beam, and then in installation and dismounting, more rapidly can be carried to for cant beam specified by staff
Position, has further speeded up the efficiency of installing/dismounting.
Further setting of the present utility model, first right angle beam, the second right angle beam and cant beam are made by I-steel.
By using above-mentioned technical proposal, I-steel has the advantages that the edge of a wing is wide and lateral rigidity is big, and then the first right angle
Beam, the second right angle beam and cant beam can bear bigger pressure, also with preferably bending resistance；Simultaneously relative to block steel
Beam has light effect, further facilitates staff's installing/dismounting steel and encloses purlin.
In sum, the utility model has the advantages that：Compared with bolt connection, the steel encloses purlin need not
The perforate on the first right angle beam and the second right angle beam, and then effectively enhance the strong of the first right angle beam and the second right angle beam itself
Degree, and then in the case where it bears larger pressure, the first right angle beam and the second right angle beam are not easy to break；Meanwhile, the steel encloses purlin
After dismounting, can repeatedly utilize, there is environmental protection.Generally speaking the utility model, sound construction, easy installation and removal,
It is hardly damaged, can reuses.
Brief description of the drawings
Fig. 1 is the structural representation of the present embodiment；
Fig. 2 is the annexation schematic diagram of support bar, the first right angle beam and the second right angle beam in the present embodiment；
Fig. 3 is the enlarged drawing at A in Fig. 2；
Fig. 4 is the assembly relation schematic diagram of the first right angle beam, the second right angle beam and cant beam in the present embodiment.
Reference：1st, the first right angle beam；2nd, the second right angle beam；3rd, support bar；4th, breach；5th, contiguous block；6th, rinforcement bar；
7th, barrier block；8th, inclined-plane；9th, the first hook ring；10th, cant beam；11st, extension board；12nd, draw-in groove；13rd, the second hook ring；14th, steel sheet pile.
Specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only that, to explanation of the present utility model, it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected by Patent Law in right of the present utility model.
Embodiment：A kind of steel for supporting steel sheet pile encloses purlin, as shown in figure 1, the madial wall in steel sheet pile 14 is fixed with
Two first right angle beams 1 and two second right angle beams 2, the first right angle beam 1 and the second right angle beam 2 surround rectangular-shaped, and first is straight
The right angle beam 2 of cantilevered corner beam 1 and second fits in the upper surface of the madial wall of steel sheet pile 14, the first right angle beam 1 and the end of the second right angle beam 2
The first hook ring 9 for lifting by crane is welded with, and then is conducive to staff's installing/dismounting steel to enclose purlin.The He of first right angle beam 1
Second right angle beam 2 is made by I-steel, so that the steel encloses purlin the characteristics of have light firm.
Four corners connected in the first right angle beam 1 and the second right angle beam 2 be respectively fixed with one for support cant beam
10, the two ends of cant beam 10 contact at the madial wall of the first right angle beam 1 and the second right angle beam 2 respectively, and then effectively enhance the steel
Enclose the structural strength of purlin.The upper surface of cant beam 10 is welded with the second hook ring 13 for lifting by crane, and then is conducive to staff to pacify
Cant beam 10 is unloaded in assembly and disassembly.Cant beam 10 is made up of I-steel, the characteristics of to make it have light firm.
As shown in Fig. 2 the end face of the second right angle beam 2 contacts at the side of the first right angle beam 1, and then the first adjacent right angle
Mutually supported between the right angle beam 2 of beam 1 and second, with preferably fastness.
The support bar 3 of the first right angle beam 1 of support and the second right angle beam 2, support bar 3 are welded with the madial wall of steel sheet pile 14
The rectangular shape in cross section, the upper surface of support bar 3 contacts at the lower surface of the first right angle beam 1 and the second right angle beam 2, and each
The lower section of the first right angle of root beam 1 and the second right angle beam 2 is equipped with two support bars 3, and two support bars 3 are located at the first right angle respectively
The two ends of the right angle beam 2 of beam 1 or second.And then the structural strength that the steel encloses purlin is effectively enhanced, improve security.
As shown in figure 3, the lower surface of support bar 3 is integrally formed with aduncate rinforcement bar 6, the domed shape of rinforcement bar 6,
Rinforcement bar 6 is welded in the madial wall of steel sheet pile 14 away from one end of support bar 3, and then rinforcement bar 6 is supported in the interior of steel sheet pile 14
Between side wall and support bar 3, so that support bar 3 can support bigger pressure.
Support bar 3 deviates from the upper surface of the end of steel sheet pile 14 integrally formed with barrier block 7, and the madial wall of barrier block 7 is pasted
Together in the second right angle beam 2 and the madial wall of the first right angle beam 1, and then the first right angle beam 1 and second is straight during installing/dismounting
Cantilevered corner beam 2 is difficult to be slipped from support bar 3, effectively increases security.
The upper surface of barrier block 7 is provided with the inclined-plane 8 being in tilted layout towards steel sheet pile 14, and inclined-plane 8 is conducive to the first right angle beam 1
The caulking groove surrounded with the alignment of the second right angle beam 2 steel sheet pile 14, support bar 3 and barrier block 7, and then the speed of installation is accelerated, carry
Efficiency of construction high, it is convenient to install.
As shown in figure 4, the upper surface of the end of the first right angle beam 1 is provided with breach 4, the upper surface weldering of the end of the second right angle beam 2
After being connected to the contiguous block 5 for being sticked in breach 4, the rectangular shape of contiguous block 5, and then the first right angle beam 1 and the connection of the second right angle beam 2,
Skew is not susceptible between the two, effectively increases the structural strength that the steel encloses purlin.
The two ends on the edge of a wing above of cant beam 10 are integrally formed with extension board 11, the first right angle beam 1 and the second right angle beam 2
The draw-in groove 12 for the engaging of extension board 11 is provided with, then after the first right angle beam 1 and the second right angle beam 2 are fixed, by cant beam 10
Two extension boards 11 are placed in draw-in groove 12, so that cant beam 10 is supported between the first right angle beam 1 and the second right angle beam 2, further
Enhance the structural strength that the steel encloses purlin.
Installation process, in steel sheet pile 14 inner side mural painting, one line of same horizontal line, then by eight support bars 3 and rinforcement bar
6 are welded in the horizontal line successively, so that the upper end surface of support bar 3 is in same level, then the first right angle beam 1 are put respectively
In on support bar 3 corresponding thereto, then the second right angle beam 2 is placed on corresponding support bar 3, and contiguous block 5 is stuck in scarce
In mouth 4.Cant beam 10 is placed between the first right angle beam 1 and the second right angle beam 2, and extension board 11 is placed in corresponding draw-in groove 12
Interior, cant beam 10 has preferably support effect.
During dismounting, suspension hook or other instruments are caught on into the second hook ring 13, and then apply upward pulling force on cant beam 10,
So that extension board 11 and draw-in groove 12 are separated, you can fast quick-detach cant beam 10；Suspension hook or other instruments are caught on into the second right angle again
First hook ring 9 of beam 2, and then apply upward pulling force on the second right angle beam 2, you can fast the second right angle of quick-detach beam 2；Again will
Suspension hook or other instruments catch on the first hook ring 9 of the first right angle beam 1, and then apply upward pulling force on the first right angle beam 1,
That is the first right angle of quick release beam 1.
Therefore, the steel enclose purlin with it is common enclose purlin structure compared with, it is not necessary to multiple bolts are screwed, with facilitating installing/dismounting
Advantage.
Claims (10)
1. a kind of steel for supporting steel sheet pile encloses purlin, including two first right angle beams (1) and two second right angle beams (2), its
It is characterised by, also including contacting at the support bar (3) of the first right angle beam (1) and second right angle beam (2) lower surface, the support bar
(3) madial wall of steel sheet pile is fixed on, the upper surface of first right angle beam (1) end is provided with breach (4), second right angle
The end of beam (2) is fixed with the contiguous block (5) for being sticked in breach (4).
2. a kind of steel for supporting steel sheet pile according to claim 1 encloses purlin, it is characterised in that the support bar (3)
Lower surface and the madial wall of steel sheet pile between be provided with rinforcement bar (6).
3. a kind of steel for supporting steel sheet pile according to claim 2 encloses purlin, it is characterised in that the rinforcement bar (6)
Domed shape.
4. a kind of steel for supporting steel sheet pile according to claim 1 encloses purlin, it is characterised in that the support bar (3)
Barrier block (7) is provided with away from the end of steel sheet pile, the madial wall of the barrier block (7) contacts at the first right angle beam (1) and second
The side wall of right angle beam (2).
5. a kind of steel for supporting steel sheet pile according to claim 4 encloses purlin, it is characterised in that the barrier block (7)
Upper surface be provided with the inclined-plane (8) that steel sheet pile is in tilted layout.
6. a kind of steel for supporting steel sheet pile according to claim 1 encloses purlin, it is characterised in that first right angle beam
(1) and the second right angle beam (2) upper surface be equipped with two for lift by crane the first hook ring (9).
7. a kind of steel for supporting steel sheet pile according to claim 1 encloses purlin, it is characterised in that be also used for including four
The cant beam (10) of reinforcing, the both ends of the surface of the cant beam (10) contact at the interior of the first right angle beam (1) and the second right angle beam (2) respectively
Side wall.
8. a kind of steel for supporting steel sheet pile according to claim 7 encloses purlin, it is characterised in that the cant beam (10)
Two ends are provided with extension board (11), and first right angle beam (1) and the second right angle beam (2) are provided with the draw-in groove for extension board (11) engaging
(12)。
9. a kind of steel for supporting steel sheet pile according to claim 7 or 8 encloses purlin, it is characterised in that the cant beam
(10) upper surface is provided with the second hook ring (13) for lifting by crane.
10. a kind of steel for supporting steel sheet pile according to claim 7 encloses purlin, it is characterised in that first right angle
Beam (1), the second right angle beam (2) and cant beam (10) are made by I-steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621356777.2U CN206279536U (en) | 2016-12-09 | 2016-12-09 | A kind of steel for supporting steel sheet pile encloses purlin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621356777.2U CN206279536U (en) | 2016-12-09 | 2016-12-09 | A kind of steel for supporting steel sheet pile encloses purlin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206279536U true CN206279536U (en) | 2017-06-27 |
Family
ID=59075133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621356777.2U Expired - Fee Related CN206279536U (en) | 2016-12-09 | 2016-12-09 | A kind of steel for supporting steel sheet pile encloses purlin |
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| Country | Link |
|---|---|
| CN (1) | CN206279536U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222016A (en) * | 2018-02-01 | 2018-06-29 | 中纬建设工程有限公司 | A kind of support element of deep foundation pit fender post |
| CN108517875A (en) * | 2018-04-13 | 2018-09-11 | 嘉兴市嘉泽园艺有限公司 | A kind of bridge pattern foundation pit supporting structure and its construction method |
| CN109385990A (en) * | 2018-10-31 | 2019-02-26 | 佛山科学技术学院 | A kind of Novel steel sheet pile ground-connecting-wall |
| CN114687355A (en) * | 2022-04-14 | 2022-07-01 | 北京京水建设集团有限公司 | Ship lock foundation pit excavation and supporting structure and construction method thereof |
| CN115305919A (en) * | 2022-07-06 | 2022-11-08 | 中煤浙江基础建设有限公司 | Foundation pit excavation earthwork landslide prevention enclosure structure and construction method thereof |
-
2016
- 2016-12-09 CN CN201621356777.2U patent/CN206279536U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222016A (en) * | 2018-02-01 | 2018-06-29 | 中纬建设工程有限公司 | A kind of support element of deep foundation pit fender post |
| CN108517875A (en) * | 2018-04-13 | 2018-09-11 | 嘉兴市嘉泽园艺有限公司 | A kind of bridge pattern foundation pit supporting structure and its construction method |
| CN109385990A (en) * | 2018-10-31 | 2019-02-26 | 佛山科学技术学院 | A kind of Novel steel sheet pile ground-connecting-wall |
| CN109385990B (en) * | 2018-10-31 | 2020-10-09 | 佛山科学技术学院 | Steel sheet pile ground is wall even |
| CN114687355A (en) * | 2022-04-14 | 2022-07-01 | 北京京水建设集团有限公司 | Ship lock foundation pit excavation and supporting structure and construction method thereof |
| CN115305919A (en) * | 2022-07-06 | 2022-11-08 | 中煤浙江基础建设有限公司 | Foundation pit excavation earthwork landslide prevention enclosure structure and construction method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170627 |
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| CF01 | Termination of patent right due to non-payment of annual fee |