CN210766734U - Steel sheet pile composite wall - Google Patents
Steel sheet pile composite wall Download PDFInfo
- Publication number
- CN210766734U CN210766734U CN201921598821.4U CN201921598821U CN210766734U CN 210766734 U CN210766734 U CN 210766734U CN 201921598821 U CN201921598821 U CN 201921598821U CN 210766734 U CN210766734 U CN 210766734U
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- Prior art keywords
- shaped steel
- sheet pile
- steel sheet
- positioning
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 153
- 239000010959 steel Substances 0.000 title claims abstract description 153
- 239000002131 composite material Substances 0.000 title claims description 9
- 238000009434 installation Methods 0.000 claims abstract description 7
- 230000000694 effects Effects 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- NPEWZDADCAZMNF-UHFFFAOYSA-N gold iron Chemical compound [Fe].[Au] NPEWZDADCAZMNF-UHFFFAOYSA-N 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000007105 physical stamina Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model relates to a technical field of steel sheet pile especially relates to a steel sheet pile combination wall, and it includes a plurality of groups end to end's combination wall body, every group combination wall body includes Larsen steel sheet pile and H shaped steel, and is adjacent end to end between the Larsen steel sheet pile, the fixed block is installed in the Larsen steel sheet pile outside, H shaped steel include T shaped steel one and with T shaped steel two that a symmetry set up, be equipped with the adjusting part who is used for adjusting two lengths of T shaped steel on the T shaped steel one, T shaped steel one is installed between symmetrical fixed block through spacing subassembly is detachable with T shaped steel two. The utility model discloses have quick installation and dismantle cap shaped steel sheet pile and H shaped steel, improve the effect that H shaped steel supported intensity.
Description
Technical Field
The utility model relates to a steel sheet pile technical field especially relates to a steel sheet pile combination wall.
Background
At present, the steel sheet pile serving as a traditional soil retaining structure has the advantages of high strength, light weight, quickness in construction, environmental friendliness, attractiveness, recyclability and the like, and is widely applied to the industries such as traffic, water conservancy and municipal administration.
The existing new iron-gold corporation adopts a 900mm wide cap-shaped steel sheet pile and H-shaped steel combination, the H-shaped steel is arranged in the direction of the outer side of a foundation pit, a combined steel sheet pile is formed between the cap-shaped steel sheet pile and the H-shaped steel through welding, and a plurality of combined steel sheet piles form a steel sheet pile combined wall.
The above prior art solutions have the following drawbacks: because need whole welding between cap type steel sheet pile and the H shaped steel, the on-the-spot welding time is longer, and in current combination, the interval that sets up of H shaped steel is too big, is not applicable to the comparatively soft geology of soil property, and is not enough to the support intensity of earth.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel sheet pile combination wall. The steel sheet pile has the effects of quickly mounting and dismounting the hat-shaped steel sheet pile and the H-shaped steel and improving the supporting strength of the H-shaped steel.
The above object of the present invention can be achieved by the following technical solutions:
the utility model provides a steel sheet pile combination wall, includes a plurality of groups end to end's combination wall body, every group combination wall body includes Larsen steel sheet pile and H shaped steel, and is adjacent end to end between the Larsen steel sheet pile, the fixed block is installed in the Larsen steel sheet pile outside, H shaped steel include T shaped steel one and with T shaped steel two of symmetrical setting, be equipped with the adjusting part who is used for adjusting two lengths of T shaped steel on the T shaped steel one, T shaped steel one passes through spacing subassembly detachable the installation between symmetrical fixed block with T shaped steel two.
Adopt above-mentioned technical scheme, every Larsen steel sheet pile all passes through spacing subassembly detachable installation on the fixed block with the side of H shaped steel, can be under construction on the scene, the installation, it is all very convenient to dismantle, in addition, the staff of being convenient for of existence of adjusting part is according to on-the-spot actual demand, adjust the interval of H shaped steel, thereby enable the different interval foundation ditch of H shaped steel adaptation, and then make the wall body that Larsen steel sheet pile and H shaped steel are constituteed more fasten, thereby improve the whole earth-retaining intensity of combination wall body, the probability that earth sinks has been reduced.
The utility model discloses further set up to: the limiting assembly comprises a cylindrical block, a round hole and a positioning assembly, the cylindrical block is installed on the side face, close to the fixing block, of the first T-shaped steel and the side face, close to the fixing block, of the second T-shaped steel respectively, the round hole is formed in the fixing block and is in interference fit with the cylindrical block, and the positioning assembly is arranged on the fixing block and is used for locking the position of the cylindrical block.
Adopt above-mentioned technical scheme, when needs install T shaped steel one and T shaped steel two on corresponding fixed block, make the cylinder piece align the round hole earlier, insert the cylinder piece in the round hole again, when the cylinder piece is stabilized on the round hole, just can stabilize T shaped steel one and T shaped steel two on preset position, simultaneously, the locating component that sets up enables further to lock the cylinder piece on the fixed block, effectively reduces the unexpected skew of cylinder piece.
The utility model discloses further set up to: the limiting assembly is a bolt, and the first T-shaped steel and the second T-shaped steel are mounted on a preset fixing block through bolts.
Adopt above-mentioned technical scheme, the bolt that sets up can be very convenient with T shaped steel one with the locking of T shaped steel two on the fixed block, this simple structure, the realization of being convenient for effectively reduces staff's time and the amount of labour.
The utility model discloses further set up to: the adjusting part includes the sleeve, adjusts pole, bar opening and nut, the sleeve cover is established on T shaped steel one keeps away from the branch on the Larsen steel sheet pile and with T shaped steel two-phase cooperation, it is close to telescopic branch tip at T shaped steel two to adjust pole movable mounting, the bar opening is seted up on the symmetrical lateral wall of sleeve and is supplied the adjusting lever to wear out, nut threaded connection is on adjusting the both ends of pole.
By adopting the technical scheme, when the relative length of the second T-shaped steel and the first T-shaped steel needs to be adjusted, the second T-shaped steel can be aligned with the sleeve, the support rod is inserted into the sleeve, the adjusting rod is installed on the second T-shaped steel close to the first T-shaped steel, the support rod horizontally slides, when the support rod is located at a preset position, the position of the support rod is locked by the nut, and the second T-shaped steel can be conveniently adjusted in length by the aid of the method, so that the applicability of the second T-shaped steel is improved.
The utility model discloses further set up to: the length of the sleeve is about twice as long as that of the strut of the first T-shaped steel close to the second T-shaped steel.
By adopting the technical scheme, the two-time length is set, the range of adjusting the length of the T-shaped steel is convenient to increase, and the applicability of the first T-shaped steel and the second T-shaped steel is further improved.
The utility model discloses further set up to: the positioning assembly comprises a positioning hole, a positioning groove and a positioning rod, the positioning hole is formed in the cylindrical block, the positioning groove is formed in the fixing block and communicated with the round hole, when the cylindrical block is located in the round hole, the positioning hole is aligned with the positioning groove, and the positioning rod penetrates through the positioning groove and is in interference fit with the positioning hole.
Adopt above-mentioned technical scheme, when the cylinder piece was stabilized in the round hole, insert constant head tank and locating hole with the locating lever in proper order again, to this, just can further stabilize the position of cylinder piece, through this mode, just can effectively stabilize the cylinder piece on preset position.
The utility model discloses further set up to: the end part of the positioning rod far away from the positioning groove is provided with a knob block.
By adopting the technical scheme, the knob block is convenient to insert and take out the positioning rod, and the time and the labor amount of workers can be reduced to a certain extent.
The utility model discloses further set up to: and a cushion pad is attached to the side wall of the positioning hole.
Adopt above-mentioned technical scheme, the blotter of setting is made by the rubber material, and itself has the flexibility, can strengthen the compactness of locating lever in the locating hole.
To sum up, the utility model discloses a beneficial technological effect does:
through utilizing spacing subassembly, enable T shaped steel one and the firm installation of T shaped steel two on the fixed block to indirectly can improve the steadiness of combination wall body, the existence of spacing subassembly, also be convenient for install and dismantle T shaped steel one and T shaped steel two, simultaneously, can adjust the interval of H shaped steel through adjusting part, and then be convenient for make up the wall physical stamina and be applicable to the comparatively soft geology of soil property, and improve the support intensity to earth.
Drawings
Fig. 1 is a schematic view of the overall structure of a larsen steel sheet pile and H-shaped steel in embodiment 1 of the present invention;
fig. 2 is a schematic position diagram of a limiting assembly and a positioning assembly in embodiment 1 of the present invention;
fig. 3 is a schematic position diagram of a fixing block and an adjusting assembly in embodiment 1 of the present invention;
fig. 4 is a schematic position diagram of a bolt and a T-shaped steel in embodiment 2 of the present invention.
Reference numerals: 1. combining the wall bodies; 11. larsen steel sheet piles; 12. a fixed block; 13. h-shaped steel; 131. a first T-shaped steel; 132. a second T-shaped steel; 2. an adjustment assembly; 21. a sleeve; 22. adjusting a rod; 23. a strip-shaped through opening; 24. a nut; 3. a limiting component; 31. a cylindrical block; 32. a circular hole; 33. a bolt; 4. a positioning assembly; 41. positioning holes; 42. positioning a groove; 43. positioning a rod; 44. a knob block.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example 1: a steel sheet pile combined wall is shown in figure 1 and comprises a plurality of groups of combined wall bodies 1 which are connected end to end, each group of combined wall bodies 1 comprises Larsen steel sheet piles 11 and H-shaped steel 13, the H-shaped steel 13 is arranged between symmetrical Larsen steel sheet piles 11, adjacent Larsen steel sheet piles 11 are connected end to end, each H-shaped steel 13 comprises a first T-shaped steel 131 and a second T-shaped steel 132, the second T-shaped steel 132 and the first T-shaped steel 131 are symmetrically arranged and are in an H shape when being spliced, a strut for defining that the first T-shaped steel 131 is close to the second T-shaped steel 132 is a first strut, and a strut for defining that the second T-shaped steel 132 is close to the first T-shaped.
As shown in fig. 2, in order to facilitate the installation and removal of the H-beam 13, the fixing blocks 12 and the limiting assemblies 3 are installed on the side surfaces of all the larsen steel sheet piles 11 facing away from the soil, and the first T-beams 131 and the second T-beams 132 are symmetrically installed between the symmetrical fixing blocks 12 through the limiting assemblies 3. The limiting assembly 3 comprises a cylindrical block 31 and a round hole 32, the cylindrical block 31 is mounted on the side face, close to the fixing block 12, of the first T-shaped steel 131 and the second T-shaped steel 132 respectively, the round hole 32 is formed in the fixing block 12 and is in interference fit with the cylindrical block 31, and the positioning assembly 4 used for locking the cylindrical block 31 is mounted on the fixing block 12 for further locking the position of the cylindrical block 31.
The positioning assembly 4 comprises a positioning hole 41, a positioning groove 42 and a positioning rod 43, the positioning hole 41 is arranged on the cylindrical block 31, the extending direction of the positioning hole 41 is perpendicular to the extending direction of the cylindrical block 31, the positioning groove 42 is arranged on the fixed block 12 and is communicated with the round hole 32, in the embodiment, the diameter of the positioning hole 41 is the same as that of the positioning groove 42, when the cylindrical block 31 is positioned on the preset position of the round hole 32 and the positioning hole 41 is aligned with the positioning groove 42, the positioning rod 43 passes through the positioning groove 42 to be in interference fit with the positioning hole 41, in addition, a buffer pad is adhered on the inner wall of the positioning hole 41 and is made of rubber materials, the buffer pad has flexibility, the damping sense of the positioning rod 43 in the positioning hole 41 can be reduced, the rotation of the positioning rod 43 is convenient, a knob block 44 is arranged on the end part of, thereby simplifying the labor capacity of the staff.
As shown in fig. 1 and 3, in order to make the combined wall 1 suitable for soft geology and improve the supporting strength of the soil, an adjusting component 2 for adjusting the length of a T-shaped steel second 132 is installed on a first support rod of the T-shaped steel first 131, the adjusting component 2 includes a sleeve 21, an adjusting rod 22, a strip-shaped through opening 23 and a nut 24, the sleeve 21 is sleeved on the first support rod, the extending direction of the sleeve 21 is the same as that of the second support rod, a hole is formed on the second support rod, the adjusting rod 22 can be movably inserted into the hole, the extending direction of the adjusting rod 22 is perpendicular to that of the second support rod, the strip-shaped through opening 23 is formed on the symmetrical side wall of the sleeve 21 and is used for the adjusting rod 22 to penetrate out, the nut 24 is in threaded connection with two ends of the adjusting rod 22 penetrating out of the strip-shaped through opening 23, in addition, the length of the sleeve 21 is about twice that of the first support rod and the second support, thereby improving the applicability of the second support rod.
The implementation process comprises the following steps: after the Larsen steel sheet pile 11 is installed, the cylindrical block 31 on the T-shaped steel first 131 is aligned with the corresponding round hole 32, the cylindrical block 31 is inserted into the round hole 32, when the cylindrical block 31 is stably inserted into a preset position, the positioning rod 43 passes through the positioning groove 42 and is inserted into the positioning hole 41, the positioning rod 43 is stably inserted into the positioning hole 41, and when the side wall of the rotating block abuts against the outer wall of the fixing block 12, the T-shaped steel first 131 can be stably fixed on the fixing block 12.
At this time, the two support rods are aligned with the sleeves 21 on the fixed block 12, the two support rods are inserted into the sleeves 21, the adjusting rods 22 are inserted through one of the circular through holes 23, the holes on the two support rods and the other of the circular through holes 23 in sequence, when the two ends of the adjusting rods 22 penetrate through preset positions of the circular through holes 23, the two support rods are horizontally slid, the cylindrical blocks 31 on the two T-shaped steel 132 are inserted into the corresponding circular holes 32, the positions of the cylindrical blocks 31 are further locked by the positioning rods 43, and finally the nuts 24 are connected to the two ends of the adjusting rods 22 in a threaded mode, so that the adjusting rods 22 are locked on the sleeves 21.
Through horizontal slip branch two, just can indirectly change the interval of H shaped steel 13, and then be convenient for make up wall body 1 and can be suitable for the comparatively soft geology of soil property, cooperate spacing subassembly 3 simultaneously and can effectively improve the support intensity to earth. In addition, through detaching the positioning rod 43 and the cylindrical block 31 in sequence, the cylindrical block 31, the first T-shaped steel 131 and the second T-shaped steel 132 can be detached quickly, so that the time of workers is effectively saved, and the first T-shaped steel 131 and the second T-shaped steel 132 are convenient to recycle.
Example 2: as shown in fig. 4, the difference from the embodiment 1 lies in the difference of the position-limiting component 3, in the embodiment, the position-limiting component 3 is a bolt 33, in the embodiment, the cross section of the fixing block 12 is T-shaped, that is, the T-shaped steel one 131 and the T-shaped steel two 132 are installed on the fixing block 12 through the bolt 33, and by this way, the T-shaped steel one 131 and the T-shaped steel two 132 can be quickly installed and dismantled through the bolt 33.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a steel sheet pile combination wall, includes a plurality of groups end to end's combination wall (1), its characterized in that, every group combination wall (1) is including Lassen steel sheet pile (11) and H shaped steel (13), and is adjacent end to end between Lassen steel sheet pile (11), fixed block (12) are installed in Lassen steel sheet pile (11) outside, H shaped steel (13) include T shaped steel one (131) and with T shaped steel two (132) that T shaped steel one (131) symmetry set up, be equipped with on T shaped steel one (131) and be used for adjusting part (2) of T shaped steel two (132) length, T shaped steel one (131) and T shaped steel two (132) are through spacing subassembly (3) detachable installation between symmetrical fixed block (12).
2. The steel sheet pile composite wall as claimed in claim 1, wherein the limiting component (3) comprises a cylindrical block (31), a circular hole (32) and a positioning component (4), the cylindrical block (31) is mounted on the side surfaces, close to the fixing block (12), of the first T-shaped steel (131) and the second T-shaped steel (132), the circular hole (32) is formed in the fixing block (12) and is in interference fit with the cylindrical block (31), and the positioning component (4) is arranged on the fixing block (12) and used for locking the position of the cylindrical block (31).
3. The steel sheet pile composite wall as claimed in claim 1, wherein the limiting component (3) is a bolt (33), and the first T-shaped steel (131) and the second T-shaped steel (132) are mounted on the predetermined fixing block (12) through the bolt (33).
4. A steel sheet pile composite wall according to claim 1, wherein the adjusting assembly (2) comprises a sleeve (21), an adjusting rod (22), a strip-shaped through opening (23) and a nut (24), the sleeve (21) is sleeved on a support rod of the first T-section steel (131) far away from the larsen steel sheet pile (11) and is matched with the second T-section steel (132), the adjusting rod (22) is movably mounted on the end portion of the support rod of the second T-section steel (132) close to the sleeve (21), the strip-shaped through opening (23) is formed in the symmetrical side wall of the sleeve (21) and is used for the adjusting rod (22) to penetrate through, and the nut (24) is in threaded connection with two ends of the adjusting rod (22).
5. A steel sheet pile composite wall according to claim 4, wherein the length of the sleeve (21) is approximately twice the length of the strut of the first T-section (131) adjacent to the second T-section (132).
6. The steel sheet pile composite wall as claimed in claim 2, wherein the positioning assembly (4) comprises a positioning hole (41), a positioning groove (42) and a positioning rod (43), the positioning hole (41) is formed in the cylindrical block (31), the positioning groove (42) is formed in the fixing block (12) and communicated with the circular hole (32), when the cylindrical block (31) is located in the circular hole (32), the positioning hole (41) is aligned with the positioning groove (42), and the positioning rod (43) passes through the positioning groove (42) and is in interference fit with the positioning hole (41).
7. The steel sheet pile composite wall as claimed in claim 6, wherein the end of the positioning rod (43) away from the positioning groove (42) is provided with a knob block (44).
8. The steel sheet pile composite wall as claimed in claim 6, wherein a buffer pad is adhered to the side wall of the positioning hole (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921598821.4U CN210766734U (en) | 2019-09-23 | 2019-09-23 | Steel sheet pile composite wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921598821.4U CN210766734U (en) | 2019-09-23 | 2019-09-23 | Steel sheet pile composite wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210766734U true CN210766734U (en) | 2020-06-16 |
Family
ID=71045292
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921598821.4U Expired - Fee Related CN210766734U (en) | 2019-09-23 | 2019-09-23 | Steel sheet pile composite wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210766734U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216150A (en) * | 2021-05-13 | 2021-08-06 | 苏州荣帆建设工程有限公司 | Larsen steel sheet pile and construction method thereof |
-
2019
- 2019-09-23 CN CN201921598821.4U patent/CN210766734U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216150A (en) * | 2021-05-13 | 2021-08-06 | 苏州荣帆建设工程有限公司 | Larsen steel sheet pile and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200616 |