CN205502021U - UH goes along with sb. to guard him stagnant water structure - Google Patents
UH goes along with sb. to guard him stagnant water structure Download PDFInfo
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- CN205502021U CN205502021U CN201620106635.4U CN201620106635U CN205502021U CN 205502021 U CN205502021 U CN 205502021U CN 201620106635 U CN201620106635 U CN 201620106635U CN 205502021 U CN205502021 U CN 205502021U
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Abstract
The utility model relates to a UH goes along with sb. To guard him stagnant water structure, this structure is constructed the combination and is formed by U shaped steel sheet pile, H shaped steel, guide slot, stagnant water rubber strip, splint, omega shaped steel, a root circle reinforcing bar is respectively welded at U shaped steel sheet pile both ends, UH goes along with sb. To guard him stagnant water structure adopt a kind in two kinds of following forms, the one of which, H shaped steel both ends are respectively welded a prefabricated omega shaped steel and are constructed, stagnant water rubber strip is riveted on omega shaped steel constructs through the splintage, secondly, respectively weld a steel pipe on the H shaped steel both ends cross -section, the steel pipe cross -section has the groove one, guide slot welding is near the notch of steel pipe cross -section, stagnant water rubber strip is directly put into in the guide slot. Compared with the prior art, the utility model discloses a U shaped steel sheet pile, H shaped steel, guide slot, stagnant water rubber strip, splint, omega shaped steel construct and to be used for the foundation ditch to go along with sb. To guard him, and it is big to make it have a bearing capacity, and the water proof is effectual, and the construction is simple, and is efficient, nos water need and advantages such as cement construction, the pollution of no mud, but steel reuse, saving cost.
Description
Technical field
This utility model relates to a kind of UH and goes along with sb. to guard him water sealing structure, is mainly used in municipal administration basis, industry and civil engineering and builds
Ground foundation pit enclosure in and if prevent the fields such as cubic metre of earth displacement.
Background technology
Foundation pit system, is a soil body, the mutual coefficient organism of supporting construction, and the most conventional foundation ditch encloses
Protection structure has gravity type mixing pile barricade, diaphram wall, stake column barricade etc..Gravity type mixing pile barricade is to use cement deep
Layer stirring or high pressure jet grouting reinforce formation in the soft soil of foundation ditch both sides；Diaphram wall is exactly to use special equipment edge
Deep foundation or underground is constructed periphery and used slurry-supported excavation to go out a groove with one fixed width and the degree of depth, set in groove
Putting steel reinforcement cage, use tremie method casting concrete in mud, build up a unit wall section, sequence construction successively, with certain joint
The underground reinforced concrete walls of one continuous print that method connects into, as the building enclosure of foundation ditch；Stake column barricade is with boring
Bored concrete pile, as soil-baffling structure, arranges with certain forms, and uses cement mixing pile in cast-in-situ bored pile heel row, and rotary churning pile etc. is made
The continuous print foundation pit enclosure structure formed for water-stop curtain.In view of above building enclosure complicated construction technique, construction
Efficiency is low, needs water and cement auxiliary construction, and cost is high, and curing time is long, and mud outflow is easily generated pollution.Meanwhile, for
Adapt to the competition that construction market is growing more intense, it is also contemplated that improving the earthwork digs the mechanization degree of fortune, shortens earthwork duration, fall
Low engineering cost, the factor of the aspect such as increase economic efficiency, this utility model relates to a kind of UH and goes along with sb. to guard him water sealing structure, and this structure is adopted
With U-shaped steel sheet pile, H profile steel, guide groove, watertight rubber bar, clamping plate are used for foundation pit enclosure so that it is have bearing capacity big, and water proof is imitated
The best, construction is simple, and efficiency is high, it is not necessary to water and cement construction, mud-less pollution, the repeatable utilization of steel, cost-effective etc. excellent
Point
Utility model content
It is big that the purpose of this utility model is just to provide a kind of bearing capacity, good water insulation effect, and construction is simple, and efficiency is high, steel
Material reusable edible, construction is without cement and water, mud-less pollution, the foundation pit enclosure structure that cost is low.
A kind of UH goes along with sb. to guard him water sealing structure, and this structure is by U-shaped steel sheet pile, H profile steel, guide groove, watertight rubber bar, clamping plate, Ω type
Steel structure combines, and a round bar is respectively welded at described U-shaped steel sheet pile two ends, and described UH goes along with sb. to guard him water sealing structure and uses following two
One in kind of form, one, described H profile steel two ends respectively weld a prefabricated Ω shaped steel structure, and described watertight rubber bar is by folder
Plate is fixing to be riveted on Ω shaped steel structure；Its two, a piece steel pipe of each welding in described H profile steel two end section, described steel tube section has
A groove, described guide groove is welded near steel tube section notch, and described watertight rubber bar is directly placed in guide groove.
Described prefabricated Ω shaped steel structure A/F is 15～25mm, and two ends flank is evenly distributed with rivet hole.
Described prefabricated Ω shaped steel structure before construction can on Ω type inside groove cell wall waterproof material on uniform application.
Described round bar is isometric with U-shaped steel sheet pile, a diameter of 30～50mm.
A piece steel pipe of each welding in described H profile steel two end section, described steel tube section has a groove, this groove width be 15～
25mm。
A piece steel pipe of each welding in described H profile steel two end section, described steel pipe is round steel pipe or square tube.
Described steel pipe before construction can on steel pipe inner wall waterproof material on uniform application.
Described guide groove is made up of a little steel pipe, and little steel pipe has a groove, and groove width is 8-15cm.
Compared with prior art, this building enclosure has the advantage that
1. use steel construction to constitute, can extract after construction, recycling, cost-effective；
2. construction technology is simple, the reduction of erection time；
3. can excavate after construction, it is not necessary to curing time, reduction of erection time；
4. need not water, cement, mud-less pollution during construction.
Accompanying drawing explanation
Fig. 1-1 goes along with sb. to guard him water sealing structure schematic diagram for Ω type UH
1 H profile steel 2 U-shaped steel sheet pile 3 round bar 4 watertight rubber bar 5 clamping plate 6 rivet 7 Ω shaped steel structure
Fig. 1-2 is that UH goes along with sb. to guard him water sealing structure and goes along with sb. to guard him schematic diagram
Fig. 1-3 goes along with sb. to guard him water sealing structure schematic diagram for tubular type UH
8 guide groove 9 steel pipes
Fig. 1-4 goes along with sb. to guard him water sealing structure schematic diagram for square-tube type UH
Fig. 2 is beading machine static pressure H profile steel process schematic representation
10 skirt piles machines
Fig. 3 is the vibration hammer U-shaped steel sheet pile process schematic representation of construction
11 pedrail crane 12 vibration hammers
Detailed description of the invention
With specific embodiment, this utility model is described in detail below in conjunction with the accompanying drawings.The present embodiment is with this utility model
Implement premised on technical scheme, give detailed embodiment and concrete operating process, but guarantor of the present utility model
The scope of protecting is not limited to following embodiment.
Embodiment
As Figure 1-1,
A kind of UH goes along with sb. to guard him water sealing structure, this structure by U-shaped steel sheet pile 2, H profile steel 1, guide groove 8, watertight rubber bar 4, clamping plate 5,
Ω shaped steel structure 7 combines.A round bar 3 is respectively welded at described U-shaped steel sheet pile 2 two ends.Described UH goes along with sb. to guard him water sealing structure and adopts
With the one in following two form, one, a prefabricated Ω shaped steel structure 7, described sealing rubber are respectively welded in described H profile steel 1 two ends
Adhesive tape 4 is riveted on Ω shaped steel structure 7 by clamping plate 5 are fixing；Its two, a piece steel pipe 9 of each welding in 1 liang of end section of described H profile steel,
Described steel pipe 9 cross section has a groove, described guide groove to be welded near steel tube section notch, and described watertight rubber bar 4 is directly placed into
In guide groove 8.
UH described in the utility model goes along with sb. to guard him water sealing structure and uses skirt piles machine 10, and vibration hammer 12 is constructed, and it concretely comprises the following steps:
1) smooth construction site, releases full pattern according to construction drawing；
2) in H profile steel 1 guide groove 8 be welded with steel pipe, install watertight rubber bar 4 in advance, or be welded with Ω shaped steel
Installing watertight rubber bar 4 on H profile steel 17 liang of flanks of Ω shaped steel structure of structure 7, H profile steel 1, U-shaped steel sheet pile 2 pile body brush anti-attrition
Agent, steel pipe 9 inwall, Ω shaped steel structure 7 inside groove cell wall is coated with and spreads waterproof material；
3) remote pilot skirt piles machine 10 moves to position to be onstructed, starts Power Component, and skirt piles machine 10 arm is by step 2
H profile steel 1 winch in skirt piles machine static press device；
4) remote pilot starts static press device on skirt piles machine 10, and above-mentioned H profile steel 1 is depressed into designed elevation；
5) repeating step 3, step 4 is pressed into second H profile steel 1；
6) pedrail crane 11 is displaced to construction location, hangs over U-shaped by step 2 of the vibration hammer 12 on pedrail crane hook
Steel sheet pile 2 clamps and winches between two H profile steel 1, and U-shaped steel sheet pile 1 alignment is welded on the groove in steel pipe 9 cross section of H profile steel 2, U-shaped
On steel sheet pile 2, the round bar 3 of welding requires to be stuck in the endoporus of above-mentioned H profile steel steel pipe 9, and Vibration on Start-up hammer 12, by above-mentioned U-shaped steel
Sheet pile 2 is pressed into ground until designed elevation；
7) step 2, step 3, step 4, step 5, step 6 are repeated until completing the bracing engineering of whole foundation ditch.
Claims (8)
1. UH goes along with sb. to guard him a water sealing structure, and this structure is by U-shaped steel sheet pile, H profile steel, guide groove, watertight rubber bar, clamping plate, Ω shaped steel
Structure combines, and a round bar is respectively welded at described U-shaped steel sheet pile two ends, and described UH goes along with sb. to guard him water sealing structure and uses following two
One in form, one, described H profile steel two ends respectively weld a prefabricated Ω shaped steel structure, and described watertight rubber bar passes through clamping plate
Fix and be riveted on Ω shaped steel structure；Its two, a piece steel pipe of each welding in described H profile steel two end section, described steel tube section has one
Road groove, described guide groove is welded near steel tube section notch, and described watertight rubber bar is directly placed in guide groove.
UH the most according to claim 1 goes along with sb. to guard him water sealing structure, it is characterised in that described prefabricated Ω shaped steel structure A/F is
15～25mm, two ends flank is evenly distributed with rivet hole.
UH the most according to claim 1 goes along with sb. to guard him water sealing structure, it is characterised in that described prefabricated Ω shaped steel structure meeting before construction
Waterproof material on uniform application on Ω type inside groove cell wall.
UH the most according to claim 1 goes along with sb. to guard him water sealing structure, it is characterised in that described round bar is isometric with U-shaped steel sheet pile,
A diameter of 30～50mm.
UH the most according to claim 1 goes along with sb. to guard him water sealing structure, it is characterised in that respectively weld in described H profile steel two end section
A piece steel pipe, described steel tube section has a groove, and this groove width is 15～25mm.
UH the most according to claim 1 goes along with sb. to guard him water sealing structure, it is characterised in that respectively weld in described H profile steel two end section
A piece steel pipe, described steel pipe is round steel pipe or square tube.
UH the most according to claim 1 goes along with sb. to guard him water sealing structure, it is characterised in that described steel pipe can be in steel pipe before construction
Waterproof material on uniform application on wall.
UH the most according to claim 1 goes along with sb. to guard him water sealing structure, it is characterised in that described guide groove is by a little steel pipe
Becoming, little steel pipe has a groove, groove width is 8-15cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620106635.4U CN205502021U (en) | 2016-02-02 | 2016-02-02 | UH goes along with sb. to guard him stagnant water structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620106635.4U CN205502021U (en) | 2016-02-02 | 2016-02-02 | UH goes along with sb. to guard him stagnant water structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502021U true CN205502021U (en) | 2016-08-24 |
Family
ID=56723945
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620106635.4U Active CN205502021U (en) | 2016-02-02 | 2016-02-02 | UH goes along with sb. to guard him stagnant water structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502021U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023017A (en) * | 2016-02-02 | 2017-08-08 | 上海城地建设股份有限公司 | UH goes along with sb. to guard him water sealing structure and its construction method |
| CN112359865A (en) * | 2020-12-17 | 2021-02-12 | 中铁第四勘察设计院集团有限公司 | Prefabricated assembly type retaining wall structure for foundation pit top and construction method thereof |
-
2016
- 2016-02-02 CN CN201620106635.4U patent/CN205502021U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023017A (en) * | 2016-02-02 | 2017-08-08 | 上海城地建设股份有限公司 | UH goes along with sb. to guard him water sealing structure and its construction method |
| CN112359865A (en) * | 2020-12-17 | 2021-02-12 | 中铁第四勘察设计院集团有限公司 | Prefabricated assembly type retaining wall structure for foundation pit top and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201806, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Co-patentee after: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Patentee after: Shanghai chengdixiangjiang Data Technology Co.,Ltd. Address before: 201806, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Co-patentee before: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Patentee before: SHANGHAI CHENGDI CONSTRUCTION Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |