CN207159991U - A kind of I-shaped steel joint for being welded with peg - Google Patents
A kind of I-shaped steel joint for being welded with peg Download PDFInfo
- Publication number
- CN207159991U CN207159991U CN201721068118.3U CN201721068118U CN207159991U CN 207159991 U CN207159991 U CN 207159991U CN 201721068118 U CN201721068118 U CN 201721068118U CN 207159991 U CN207159991 U CN 207159991U
- Authority
- CN
- China
- Prior art keywords
- steel
- plate
- steel plate
- welded
- joint
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A kind of I-shaped steel joint for being welded with peg, it the utility model is related to the underground continuous wall construction technique field in foundation pit enclosure structure；The two sides of web are close to be located at a phase diaphram wall section and the second stage of diaphram wall respectively, and two block wing plates of the phase diaphram wall section steel reinforcement cage respectively with I-steel weld；Described plugging plate is arranged in the groove by the second stage of diaphram wall side I-steel, and the web of the groove of plugging plate towards I-steel is set；The middle part of described web, ordered series of numbers peg is welded with by the second stage of diaphram wall side.The clear mud of I-shaped steel brush wall need not be carried out, I-steel is isolated with mud, ensures I-steel cleaning；I-steel web is welded with peg, and peg is anchored into the second stage of diaphragm wall section concrete, and joint anti-bending bearing capacity is high, and joint non-deformability is strong, improves the impermeability of I-shaped steel joint, and practicality is stronger.
Description
Technical field
It the utility model is related to the underground continuous wall construction technique field in foundation pit enclosure structure, and in particular to one kind is welded with
The I-shaped steel joint of peg.
Background technology
Subway station and basement in high rise building construction are required to perform vertical soil-baffling structure, vertical soil-baffling structure master at present
Have the forms such as drilled pile, diaphram wall, the stake of SMW engineering methods, steel sheet pile, cement mixing wall, when foundation ditch compared with it is deep, soil response is strong
When spending that relatively low, water level is higher, there is structure building on foundation ditch periphery, vertical soil-baffling structure uses diaphram wall mostly.Underground is continuous
Wall is typically to divide what wall section performed along foundation ditch periphery, typically first performs a phase diaphram wall section, waits a phase diaphram wall strong
After degree reaches design strength, then perform the second stage of diaphram wall section, a phase diaphram wall section and the second stage of diaphram wall section it
Between be provided with I-shaped steel joint, cross steel plate joint or fore shaft pipe joint etc..
Cross steel plate joint is made up of cross steel plate and slide type joint case, when to the integral rigidity or anti-of diaphram wall
Used when being impregnated with particular/special requirement, its advantage is：1) steel plate is provided among the joint, extends permeable blind ditch, leakage performance
Preferably；2) shear behavior is preferable；But its shortcoming is：1) process is more, and construction is complicated, and difficulty is larger；2) brush wall and removing wall section side
Wall mud has certain difficulty；3) anti-bending strength is undesirable；4) steel plate dosage is more, and cost is higher.
When diaphram wall uses I-shaped steel joint, it is necessary to abdomen to I-steel after the second stage of diaphram wall section grooving
Plate and wing plate carry out brush wall skin process native clearly.Be not in percolating water at I-shaped steel joint when in theory, using I-shaped steel joint
Problem.But in Practical Project, often occurs percolating water at I-shaped steel joint, its result will cause foundation ditch periphery place underground
Water level decreasing and surrounding buildings settlement cracking.Arranged so often also needing to perform extra sealing on the outside of I-shaped steel joint
(for example, mixing pile, high-pressure rotary jet grouting pile) is applied, duration and increase construction costs will certainly be extended by performing extra measures of preventing water.
If part of the diaphram wall as underground agent structure, it is necessary to permanent durable, the overall ne-leakage of structure.
The wall that each section of diaphram wall can meet design requirement, and composition each intersegmental attachment structure of diaphram wall is that underground is continuous
Wall system key core link.If helped at present using diaphram wall as agent structure exterior wall, it is necessary to be performed in joint area
Pilaster and measures of preventing water, it so can undoubtedly increase construction costs.
I-shaped steel joint percolating water has the reason for following aspect between causing diaphram wall：1) web of I-shaped steel joint and
Wing plate wall is locally stained with mudcake, and the clear mud of brush wall has mass defect；2) I-shaped steel joint bending resistance is low, the second stage of diaphram wall
The concrete of section only has bonding with I-shaped steel joint wall, and adhesive strength is relatively low, and I-shaped steel joint both sides pit earthwork excavates and branch
Support, which is set, inconsistent easily to be caused and is ftractureed between I-shaped steel joint and concrete；(3) contraction can be produced in course of hardening,
Gap can be produced between I-shaped steel joint and concrete.Therefore, I-shaped steel joint leakage problems between diaphram wall to be solved, are needed
To improve from the following aspect：1) the clear shale amount of I-shaped steel joint brush wall is improved, but the clear mud of I-shaped steel joint brush wall is under water
Carry out, can not check and monitor；2) bending resistance improved between I-shaped steel joint and the concrete of the second stage of diaphram wall section is strong
Degree；3) measures of preventing water is taken between I-shaped steel joint and concrete.
So how to improve anti-bending bearing capacity between underground I-shaped steel joint and the second stage of diaphram wall section concrete and resist
Seepage property, the clear shale amount of the I-shaped steel joint brush wall even cancellation clear bricklayer's's sequence of I-shaped steel joint brush wall is improved, put in ability
Technological difficulties in face of the engineers and technicians of domain.
Utility model content
The defects of the purpose of this utility model is to be directed to prior art and deficiency, there is provided a kind of simple in construction, design is closed
Reason, the I-shaped steel joint for being welded with peg easy to use, it is not necessary to carry out the clear mud of I-shaped steel brush wall, I-steel and mud every
From guarantee I-steel cleaning；I-steel web is welded with peg, and peg is anchored into the second stage of diaphragm wall section concrete, and joint bending resistance is held
It is high to carry power, joint non-deformability is strong, improves the impermeability of I-shaped steel joint, and practicality is stronger.
To achieve the above object, the technical solution adopted in the utility model is：It includes I-steel, peg and plugging plate structure
Into；Two block wing plates of the described I-steel by one block of web and positioned at web both sides are welded；The two sides of described web
Be close to be located at a phase diaphram wall section and the second stage of diaphram wall respectively, and a phase diaphram wall section steel reinforcement cage respectively with
Two blocks of wing plates welding of I-steel；Described plugging plate is arranged in the groove by the second stage of diaphram wall side I-steel, and
The web of the groove of plugging plate towards I-steel is set；The middle part of described web, it is welded with by the second stage of diaphram wall side
Ordered series of numbers peg.
Further, described plugging plate is by bottom land steel plate, side steel plate, floor, rubber slab, top rubber plate, first
Top steel plate and the second top steel plate are formed；Wherein bottom land steel plate be arranged in parallel with web, and side steel plate be arranged in parallel with wing plate,
And set with wing plate in certain distance, one end of two blocks of side steel plates is welded with bottom land steel plate respectively；The second described top steel
Plate is located at the top surface of side steel plate, and is welded with side steel plate, and the second top steel plate is vertically arranged with bottom land steel plate, and and bottom land
Steel plate welds；First top steel plate is located at the top of the second top steel plate, and is set with the second top steel plate in certain distance, the
One top steel plate is vertically arranged with bottom land steel plate, and is welded with the medial surface of bottom land steel plate；Top rubber plate is folded in the first top
Between portion's steel plate and the second top steel plate；Two slat gum plates are folded between two blocks of side steel plates and two blocks of wing plates respectively, and rubber
The contact surface vulcanization of offset plate and top rubber plate connects；The medial shaft of described side steel plate is interval with polylith floor upwards,
And floor welds with bottom land steel plate and side steel plate respectively.
Further, the thickness of described rubber slab is more than the spacing between side steel plate and I-steel wing plate.
Further, described rubber slab is big by the thickness ratio other end of one end of bottom land steel plate.
Further, connected between described rubber slab and side steel plate by bolt and viscose glue.
Further, the bottom of described plugging plate, and it is provided with bottom end steel plate by the second stage of diaphragm wall side positioned at I-steel；
Bottom end steel plate is welded with web and wing plate respectively, and sealant sealing is used between plugging plate and bottom end steel plate.
Further, the outer top surface of described bottom end steel plate welds several nuts, and nut is provided with corresponding bolt.
Further, two flute profile fasteners are provided between described plugging plate and web top, the flute profile fastener is U-shaped
Steel plate, the centre of flute profile fastener are provided with two circular holes, elongated hole are provided with the wing plate of circular hole correspondence position, flute profile fastener passes through spiral shell
Bolt is fixedly connected with wing plate.
After said structure, the utility model has the beneficial effect that：A kind of work for being welded with peg described in the utility model
Word steel joint, it is not necessary to carry out the clear mud of I-shaped steel brush wall, I-steel is isolated with mud, ensure I-steel cleaning；I-steel abdomen
Plate is welded with peg, and peg is anchored into the second stage of diaphragm wall section concrete, and joint anti-bending bearing capacity is high, and joint non-deformability is strong, carries
The impermeability of high I-shaped steel joint, practicality is stronger, and the utility model has simple in construction, and it is reasonable to set, low manufacture cost
The advantages that.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, before creative labor is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is horizontal profile schematic diagram of the utility model in wall.
Fig. 2 is the utility model horizontal profile schematic diagram in the second stage of continuous wall trench underground operating mode.
Fig. 3 is plugging plate bottom vertical cross section schematic diagram in the utility model.
Fig. 4 is plugging plate top vertical cross section schematic diagram in the utility model.
Fig. 5 is plugging plate horizontal profile schematic diagram in the utility model.
Fig. 6 is plugging plate elevational schematic view in the utility model.
The flute profile fastener schematic diagram installed in this utility model of Fig. 7 at the top of plugging plate.
Fig. 8 is flute profile fastener schematic diagram in the utility model.
Fig. 9 is rubber slab schematic diagram in the utility model.
Figure 10 is the horizontal schematic cross section of embodiment.
Description of reference numerals：
Wing plate 1, web 2, peg 3, plugging plate 4, bottom land steel plate 41, side steel plate 42, floor 43, rubber slab 44, first
Top steel plate 45, nut 46, bolt 47, top rubber plate 48, the second top steel plate 49, a phase diaphram wall section steel reinforcement cage 5,
Bottom end steel plate 6, the second stage of diaphram wall section steel reinforcement cage 7, band steel 8, cover plate 9, flute profile fastener 10, a phase diaphram wall section I, two
Phase diaphram wall section II.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings.
Referring to as shown in Fig. 1-Fig. 9, the technical scheme that present embodiment uses is：It includes I-steel, the and of peg 3
Plugging plate 4 is formed；Two block wing plates 1 of the described I-steel by one block of web 2 and positioned at the both sides of web 2 are welded；Described
A phase diaphram wall section I and the second stage of diaphram wall section II are close to be located at respectively in the two sides of web 2, and one the phase underground connect
Continuous wall section 5 two blocks of wing plates 1 respectively with I-steel of steel reinforcement cage weld；Described plugging plate 4 is arranged on by the second stage of diaphram wall
In the groove of II side I-steel of section, and the web 2 of the groove of plugging plate 4 towards I-steel is set；In described web 2
Portion, ordered series of numbers peg 3 is welded with by the second stage of side of diaphram wall section II.
Further, the centre distance of described ordered series of numbers peg 3 is 260mm, and vertically spacing is 150mm to peg 3, bolt
A diameter of 16mm of nail 3, the length of peg 3 is 150mm, and vertically wing plate 1 is higher by 200mm than the top surface of web 2.
Further, described plugging plate 4 is by bottom land steel plate 41, side steel plate 42, floor 43, rubber slab 44, top rubber
Offset plate 48, the first top steel plate 45 and the second top steel plate 49 are formed；Wherein bottom land steel plate 41 be arranged in parallel with web 2, side
Steel plate 42 be arranged in parallel with wing plate 1, and is set with wing plate 1 in certain distance, one end of two blocks of side steel plates 42 respectively with bottom land
Steel plate 41 welds；The second described top steel plate 49 is located at the top surface of side steel plate 42, and is welded with side steel plate 42, the second top
Portion's steel plate 49 is vertically arranged with bottom land steel plate 41, and is welded with bottom land steel plate 41；First top steel plate 45 is located at the second top steel
The top of plate 49, and set with the second top steel plate 45 in certain distance, the first top steel plate 45 is vertical with bottom land steel plate 41 to be set
Put, and welded with the medial surface of bottom land steel plate 41；Top rubber plate 48 is folded in the first top steel plate 45 and the second top steel plate
Between 49；Two slat gum plates 44 are folded between two blocks of side steel plates 42 and two blocks of wing plates 1 respectively, and rubber slab 44 and top rubber
The contact surface vulcanization connection of offset plate 48；The medial shaft of described side steel plate 42 is interval with polylith floor 43, and floor upwards
43 weld with bottom land steel plate 41 and side steel plate 42 respectively.
Further, the thickness of described rubber slab 44 is more than the spacing between side steel plate 42 and I-steel wing plate 1.
Further, described rubber slab 44 is big by the thickness ratio other end of one end of bottom land steel plate 41.
Further, connected between described rubber slab 44 and side steel plate 42 by bolt and viscose glue.
Further, the bottom of described plugging plate 4, and it is provided with bottom steel by the second stage of diaphragm wall side II positioned at I-steel
Plate 6；Bottom end steel plate 6 is welded with web 2 and wing plate 1 respectively, and sealant sealing is used between plugging plate 4 and bottom end steel plate 6.
Further, the outer top surface of described bottom end steel plate 6 welds several nuts 46, and the specification of nut 46 is `M16,
Nut 46 is provided with corresponding bolt 47, bolt one end is pushed against the lateral surface of plugging plate 4 by tightening bolt 47.
Further, two flute profile fasteners 10, the flute profile fastener 10 are provided between described plugging plate 4 and the top of web 2
For U-shaped steel plate, the centre of flute profile fastener 10 is provided with two circular hole (not shown)s, set on the wing plate of circular hole correspondence position
There is elongated hole (not shown), flute profile fastener 10 is fixedly connected by bolt with wing plate 1, diameter of bolt 25mm, waits a phase continuous
The wing plate fixing bolt of flute profile fastener and I-steel is released at the top of the steel reinforcement cage of wall section before insertion foundation trench；The steel of the flute profile fastener 10
Plate thickness 20mm, long L3=340mm, cell body length L4=190mm, horizontal outer side width H3=130mm, horizontal inner side width H4
=55mm.
Further, the size of described bottom end steel plate 6 is 220mm × 930mm × 12mm.
Further, described floor 43 is vertically spaced 300mm settings；Floor 43 is right angled triangle, the right angle length of side
120mm, floor thickness 7mm.
Further, described bottom land steel plate 41 width 880mm, thickness 20mm；The height 150mm of side steel plate 42, steel
Plate thickness 10mm；The inner side interplanar distance 90mm of side steel plate 42 and wing plate 1；The size of first top steel plate is 145mm × 880mm
× 10mm, the size of the second top steel plate is 145mm × 700mm × 10mm；First top steel plate 45 and the second top steel plate 49
Between spacing 90mm；Described side steel plate 42 and the welding and assembling height 12mm of bottom land steel plate 41, using triangle weld seam；First top
End steel plate 45 welds with bottom land steel plate 41, weld bead height 12mm；The size of rubber slab 44 and the cross section of top rubber plate 48 is shown in figure
9, L6=105mm, L7=95mm, L5=175mm, wherein L6, L7 are the horizontal width of rubber slab 44, and can be according to rubber hardness
Adjustment, L5 are the length of rubber slab 44, plugging plate 4 install it is in place after transversely designed per side rubber slab 44 compressed thickness 5~
15mm；First top steel plate 45 is 110mm from the top surface distance H1 of web 2, bottom end steel plate 6 from I-steel web bottom surface with a distance from
H2 is about 250mm.
The construction process of present embodiment is as follows：
1) I-steel making is carried out first, then by firm welding between peg 3 and the web 2 of I-steel, afterwards the bottom of by
Hold steel plate 6 to be welded with I-steel, and carry out the processing of plugging plate 4；
2) the grooving operation of a phase diaphram wall section I and clear base are carried out；
3) by being set in the space that two blocks of wing plates 1 of the second stage of diaphram wall section II and web 2 are formed on I-steel
Plugging plate 4 is put, then multiple nuts 46 is welded in the top surface outer edge of bottom end steel plate 6, corresponding bolt 47 is installed on nut 46,
The inner of bolt 47 is set to be against the outer face bottom of plugging plate 4, afterwards with fluid sealant by between plugging plate 4 and bottom end steel plate 6
Gap sealing；
4) make a phase diaphram wall section I steel reinforcement cage, and by a phase diaphram wall section steel reinforcement cage 5 respectively with work
Two blocks of wing plates 1 of word steel weld together；
5) a phase diaphram wall section steel reinforcement cage 5 is inserted after the grooving of a phase diaphram wall section I, clear base, and in a phase
The top of diaphram wall section steel reinforcement cage 5 releases bolt company between flute profile fastener 10 and I-steel wing plate 1 before will inserting foundation trench
Connect, timely casting concrete；
6) after the second stage of grooving of diaphram wall section II, clear base, flute profile fastener 10 and plugging plate 4 are taken out；
7) the second stage of diaphram wall section steel reinforcement cage 7, timely casting concrete are inserted.
After said structure, present embodiment has the beneficial effect that：One kind described in present embodiment is welded with
The I-shaped steel joint of peg, it is not necessary to carry out the clear mud of I-shaped steel brush wall, I-steel is isolated with mud, ensure I-steel cleaning；
I-steel web is welded with peg, and peg is anchored into the second stage of diaphragm wall section concrete, and joint anti-bending bearing capacity is high, joint resistance to deformation energy
Power is strong, improves the impermeability of I-shaped steel joint, and practicality is stronger, and the utility model has simple in construction, and it is reasonable to set, and makes
Low cost and other advantages.
Embodiment：
Referring to Figure 10, a row are welded with the middle part of the side of the second stage of diaphram wall section II on web 2 in the present embodiment
Peg 3, the vertical spacing between adjacent peg 3 are 100mm, remaining part and annexation with the phase of embodiment one
Together.
It is described above, only to illustrate the technical solution of the utility model and unrestricted, those of ordinary skill in the art couple
The other modifications or equivalent substitution that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, it all should cover among right of the present utility model.
Claims (8)
- A kind of 1. I-shaped steel joint for being welded with peg, it is characterised in that：It includes I-steel, peg and plugging plate and formed；It is described Two block wing plates of the I-steel by one block of web and positioned at web both sides be welded；It is close to respectively the two sides of described web Be located at a phase diaphram wall section and the second stage of diaphram wall, and a phase diaphram wall section steel reinforcement cage respectively with I-steel Two pieces of wing plate welding；Described plugging plate is arranged in the groove by the second stage of diaphram wall side I-steel, and plugging plate The web of groove towards I-steel is set；The middle part of described web, ordered series of numbers peg is welded with by the second stage of diaphram wall side.
- A kind of 2. I-shaped steel joint for being welded with peg according to claim 1, it is characterised in that：Described plugging plate and abdomen Two flute profile fasteners are provided between at the top of plate, the flute profile fastener is U-shaped steel plate, and the centre of flute profile fastener is provided with two circular holes, Elongated hole is provided with the wing plate of circular hole correspondence position, flute profile fastener is fixedly connected by bolt with wing plate.
- A kind of 3. I-shaped steel joint for being welded with peg according to claim 1, it is characterised in that：Described plugging plate is by groove Bottom steel plate, side steel plate, floor, rubber slab, top rubber plate, the first top steel plate and the second top steel plate are formed；Its bracket groove Bottom steel plate be arranged in parallel with web, and side steel plate be arranged in parallel with wing plate, and is set with wing plate in certain distance, two blocks of side steel Welded respectively with bottom land steel plate one end of plate；The second described top steel plate is located at the top surface of side steel plate, and with side steel plate Welding, the second top steel plate are vertically arranged with bottom land steel plate, and are welded with bottom land steel plate；First top steel plate is located at the second top The top of steel plate, and set with the second top steel plate in certain distance, the first top steel plate is vertically arranged with bottom land steel plate, and with The medial surface welding of bottom land steel plate；Top rubber plate is folded between the first top steel plate and the second top steel plate；Two slat gums Plate is folded between two blocks of side steel plates and two blocks of wing plates respectively, and the contact surface vulcanization of rubber slab and top rubber plate connects； The medial shaft of described side steel plate is interval with polylith floor upwards, and floor welds with bottom land steel plate and side steel plate respectively Connect.
- A kind of 4. I-shaped steel joint for being welded with peg according to claim 3, it is characterised in that：The thickness of described rubber slab Degree is more than the spacing between side steel plate and I-steel wing plate.
- A kind of 5. I-shaped steel joint for being welded with peg according to claim 3, it is characterised in that：Described rubber slab leans on groove The thickness ratio other end of one end of bottom steel plate is big.
- A kind of 6. I-shaped steel joint for being welded with peg according to claim 3, it is characterised in that：Described rubber slab and side Connected between the steel plate of face by bolt with viscose glue.
- A kind of 7. I-shaped steel joint for being welded with peg according to claim 3, it is characterised in that：The bottom of described plugging plate Portion, and it is provided with bottom end steel plate by the second stage of diaphragm wall side positioned at I-steel；Bottom end steel plate welds with web and wing plate respectively, closure Sealant sealing is used between plate and bottom end steel plate.
- A kind of 8. I-shaped steel joint for being welded with peg according to claim 7, it is characterised in that：Described bottom end steel plate Outer top surface welds several nuts, and nut is provided with corresponding bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721068118.3U CN207159991U (en) | 2017-08-24 | 2017-08-24 | A kind of I-shaped steel joint for being welded with peg |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721068118.3U CN207159991U (en) | 2017-08-24 | 2017-08-24 | A kind of I-shaped steel joint for being welded with peg |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207159991U true CN207159991U (en) | 2018-03-30 |
Family
ID=61718299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721068118.3U Withdrawn - After Issue CN207159991U (en) | 2017-08-24 | 2017-08-24 | A kind of I-shaped steel joint for being welded with peg |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207159991U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700473A (en) * | 2017-08-24 | 2018-02-16 | 中铁隧道勘测设计院有限公司 | A kind of I-shaped steel joint for being welded with peg |
| KR20230126941A (en) * | 2022-02-24 | 2023-08-31 | 주식회사 유탑엔지니어링 | Joint for connecting parts of slurry wallslurry wall and construction method of slurry wall using the joint |
| KR20230126940A (en) * | 2022-02-24 | 2023-08-31 | 주식회사 유탑엔지니어링 | Joint for connecting parts of slurry wallslurry wall and construction method of slurry wall using the joint |
-
2017
- 2017-08-24 CN CN201721068118.3U patent/CN207159991U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700473A (en) * | 2017-08-24 | 2018-02-16 | 中铁隧道勘测设计院有限公司 | A kind of I-shaped steel joint for being welded with peg |
| CN107700473B (en) * | 2017-08-24 | 2023-03-21 | 中铁第六勘察设计院集团有限公司 | I-steel joint welded with stud |
| KR20230126941A (en) * | 2022-02-24 | 2023-08-31 | 주식회사 유탑엔지니어링 | Joint for connecting parts of slurry wallslurry wall and construction method of slurry wall using the joint |
| KR20230126940A (en) * | 2022-02-24 | 2023-08-31 | 주식회사 유탑엔지니어링 | Joint for connecting parts of slurry wallslurry wall and construction method of slurry wall using the joint |
| KR102601492B1 (en) | 2022-02-24 | 2023-11-13 | 주식회사 유탑엔지니어링 | Joint for connecting parts of slurry wallslurry wall and construction method of slurry wall using the joint |
| KR102601493B1 (en) | 2022-02-24 | 2023-11-13 | 주식회사 유탑엔지니어링 | Joint for connecting parts of slurry wallslurry wall and construction method of slurry wall using the joint |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109653772B (en) | Shallow buried pipe curtain supporting system and construction method thereof | |
| CN108278116B (en) | Shallow-buried large-span pipe curtain supporting system and construction method thereof | |
| CN107524174B (en) | Continuous wall I-shaped steel joint with water swelling water stop strip | |
| CN207159991U (en) | A kind of I-shaped steel joint for being welded with peg | |
| CN106120710A (en) | A kind of I shape composite steel plate pile | |
| CN102535519A (en) | I-shaped steel joint structure for underground continuous wall and construction method for I-shaped steel joint structure | |
| CN102839691B (en) | Quick sealing method and device for sandless cement pipe deep well dewatering wellhead | |
| CN111305282A (en) | Subway station anti-floating system in weak water-rich stratum and construction method thereof | |
| CN101575859B (en) | Anti-seepage Joint of Underground Diaphragm Wall and Its Construction Method | |
| CN107700473A (en) | A kind of I-shaped steel joint for being welded with peg | |
| CN103244143B (en) | A kind of underground construction excavating construction method and underground station | |
| CN109751065B (en) | A kind of splicing steel pipe and the pin-connected panel pipe curtain structure support system construction method using splicing steel pipe | |
| CN207160083U (en) | A kind of diaphragm wall I-shaped steel joint provided with water expandable waterstop | |
| CN213296693U (en) | Stifled post-cast strip waterproof construction who dredges combination | |
| CN111287217B (en) | A construction system and method for a pipe gallery with integrally prefabricated pipe sections and inner partitions | |
| CN211948464U (en) | Underground continuous wall and foundation slab's pre-buried steel sheet connection structure | |
| CN101205766B (en) | Waterproof treatment method for joint of new station and old station | |
| CN110700273A (en) | A kind of in-situ protection method for side-by-side masonry pipe trenches across foundation pits | |
| CN106759365A (en) | A kind of counterfort wing wall waterproof curtain construction method of foundation pit enclosure wall | |
| CN206512759U (en) | A kind of ground-connecting-wall G type joints of pre-buried repeatable Grouting Pipe | |
| CN111549798B (en) | Steel locating frame and composite retaining pile assembled by the steel locating frame | |
| CN212865958U (en) | Double combination formula SMW worker method stake supporting construction | |
| CN212248382U (en) | Underground continuous wall seam water stopping device | |
| KR20130030702A (en) | The structure assembly for building a tunnel and building method thereof | |
| CN218091363U (en) | Water stop structure for joint of new and old concrete structures |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190214 Address after: Room 2-3116, 88 Huanhan Road, Tianjin Free Trade Zone (Airport Economic Zone), Dongli District, Tianjin 300000 Patentee after: CHINA RAILWAY LIUYUAN GROUP Co.,Ltd. Address before: 300000 Hongqiao District, Tianjin City, Bridge South East Road Co-patentee before: CHINA RAILWAY LIUYUAN GROUP Co.,Ltd. Patentee before: CHINA RAILWAY TUNNEL SURVEY & DESIGN INSTITUTE Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180330 Effective date of abandoning: 20230321 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20180330 Effective date of abandoning: 20230321 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |