CN217811130U - Hydraulic engineering's strenghthened type cofferdam - Google Patents

Hydraulic engineering's strenghthened type cofferdam Download PDF

Info

Publication number
CN217811130U
CN217811130U CN202123435389.7U CN202123435389U CN217811130U CN 217811130 U CN217811130 U CN 217811130U CN 202123435389 U CN202123435389 U CN 202123435389U CN 217811130 U CN217811130 U CN 217811130U
Authority
CN
China
Prior art keywords
stainless steel
cofferdam
hydraulic engineering
thick bamboo
steel section
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.)
Active
Application number
CN202123435389.7U
Other languages
Chinese (zh)
Inventor
林海勤
林媚媚
杨维胜
陈素文
张怡
涂岳镔
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Haiqin Construction Co ltd
Original Assignee
Guangdong Haiqin Construction Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangdong Haiqin Construction Co ltd filed Critical Guangdong Haiqin Construction Co ltd
Priority to CN202123435389.7U priority Critical patent/CN217811130U/en
Application granted granted Critical
Publication of CN217811130U publication Critical patent/CN217811130U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

The utility model provides a hydraulic engineering's strenghthened type cofferdam relates to the hydraulic engineering field. This hydraulic engineering's strenghthened type cofferdam, including the outer loop, the inner wall overlap joint of outer loop has a stainless steel section of thick bamboo, the bottom fixedly connected with stainless steel head of a stainless steel section of thick bamboo, the top overlap joint of stainless steel section of thick bamboo has the holding ring, the lower fixed surface of holding ring is connected with the sealing plug, the inside joint of the surface of sealing plug and stainless steel section of thick bamboo. This hydraulic engineering's strenghthened type cofferdam, through the outer loop, mutually support between stainless steel head and the stainless steel section of thick bamboo, reach and increase the fastness after the stainless steel head inserts on the riverbed at the inside filling silt of stainless steel section of thick bamboo, adopt the annular to lay the cofferdam simultaneously, make the cofferdam that compares traditional in bank setting block the dynamics stronger, be difficult for pulling out from the riverbed, it is in bank of nails that adopt the stake in bank that the cofferdam of having solved present hydraulic engineering is more in the riverbed, then pile department stacks article such as stone and form a cofferdam, the problem of rupture appears firmly inadequately and easily in this cofferdam.

Description

Hydraulic engineering's strenghthened type cofferdam
Technical Field
The utility model relates to a hydraulic engineering technical field specifically is a hydraulic engineering's strenghthened type cofferdam.
Background
The cofferdam is a temporary enclosure structure constructed for constructing permanent water conservancy facilities in the water conservancy project construction. The cofferdam has the functions of preventing water and soil from entering the building position of the building so as to drain water in the cofferdam, excavate a foundation pit and build the building. The cofferdam is mainly used in hydraulic engineering, except for being used as a part of a formal building, the cofferdam is generally dismantled after being used up, the height of the cofferdam is higher than the highest water level which can appear in the construction period, most of the prior cofferdams of hydraulic engineering adopt wooden piles which are nailed in rows on a riverbed, then stones and other objects are stacked at the wooden piles to form a cofferdam, and the cofferdam is not firm enough and is easy to break, so that the reinforced cofferdam needs to be provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a hydraulic engineering's strenghthened type cofferdam, what has solved present hydraulic engineering's cofferdam is more adopts the nail in bank of stake at the riverbed, then stacks article such as stone in stake department and form a cofferdam, and this cofferdam is firm enough and the problem of breaking appears easily.
Technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a hydraulic engineering's strenghthened type cofferdam, includes the outer loop, the inner wall overlap joint of outer loop has a stainless steel section of thick bamboo, the bottom fixedly connected with stainless steel head of a stainless steel section of thick bamboo, the top overlap joint of a stainless steel section of thick bamboo has the holding ring, the lower fixed surface of holding ring is connected with the sealing plug, the surface of sealing plug and the inside joint of a stainless steel section of thick bamboo.
Furthermore, the stainless steel cylinder is filled with silt.
Furthermore, the inner wall of the outer ring is provided with a positioning groove, and a positioning block is clamped inside the positioning groove.
Furthermore, the right side of the positioning block is fixedly connected with the surface of the stainless steel cylinder.
Furthermore, the positioning block is fixedly connected with the outer ring through a fixing pin.
The utility model provides a hydraulic engineering's strenghthened type cofferdam. The method has the following beneficial effects:
1. this hydraulic engineering's strenghthened type cofferdam, through the outer loop, mutually support between stainless steel head and the stainless steel section of thick bamboo, reach and increase the fastness after the stainless steel head inserts on the riverbed at the inside filling silt of stainless steel section of thick bamboo, adopt the annular to lay the cofferdam simultaneously, make the cofferdam that compares traditional in bank setting block the dynamics stronger, be difficult for pulling out from the riverbed, it is in bank of nails that adopt the stake in bank that the cofferdam of having solved present hydraulic engineering is more in the riverbed, then pile department stacks article such as stone and form a cofferdam, the problem of rupture appears firmly inadequately and easily in this cofferdam.
2. This hydraulic engineering's strenghthened type cofferdam through the cooperation of constant head tank, locating piece and locating pin, reaches and to demolish and install every stainless steel section of thick bamboo for it is more convenient during the transportation cofferdam, through the cooperation of holding ring and sealing plug, reaches and consolidates between each stainless steel section of thick bamboo, avoids the stainless steel section of thick bamboo to scatter, avoids the river to wash out the inside silt of stainless steel section of thick bamboo simultaneously.
Drawings
FIG. 1 is a schematic view of the present invention;
FIG. 2 is an enlarged view of a portion A of FIG. 1;
FIG. 3 is a schematic view of the positioning ring of FIG. 1 according to the present invention;
fig. 4 is a schematic structural view of the outer ring and the stainless steel cylinder in fig. 1 according to the present invention.
Wherein, 1 outer ring, 2 stainless steel section of thick bamboo, 3 stainless steel heads, 4 holding rings, 5 sealing plugs, 6 constant head tanks, 7 locating pieces, 8 fixed pins.
Detailed Description
As shown in fig. 1-4, the embodiment of the utility model provides a hydraulic engineering's strenghthened type cofferdam, including outer loop 1, the inner wall overlap joint of outer loop 1 has stainless steel cylinder 2, the inside packing of stainless steel cylinder 2 has silt, constant head tank 6 has been seted up to the inner wall of outer loop 1, the inside joint of constant head tank 6 has locating piece 7, the right side of locating piece 7 is connected with the fixed surface of stainless steel cylinder 2, through 8 fixed connection of fixed pin between locating piece 7 and the outer loop 1, the bottom fixedly connected with stainless steel head 3 of stainless steel cylinder 2, the top overlap joint of stainless steel cylinder 2 has holding ring 4, the lower fixed surface sealing plug of holding ring 4 is connected with sealing plug 5, the surface of sealing plug 5 and the inside joint of stainless steel cylinder 2.
The working principle is as follows: placing each stainless steel cylinder 2 on the inner wall of outer ring 1, make locating piece 7 card on the stainless steel cylinder 2 go into the inside of constant head tank 6, screw in the inside of locating piece 7 with stainless steel cylinder 2 in the inner wall of outer ring 1 with fixed pin 8 afterwards, outer ring 1 is the annular, so it is the annular setting also to form between each stainless steel cylinder 2 assembled at last, pack into silt and increase whole cofferdam weight in the inside of stainless steel cylinder 2, cover the top at stainless steel cylinder 2 with holding ring 4, and make each sealing plug 5 inside the stainless steel cylinder 2 that corresponds of card respectively, put into corresponding construction site with whole cofferdam, extrude stainless steel cylinder 2 downwards, make stainless steel head 3 insert the riverbed, later with inside stone or other obstacle drop into the annular cofferdam that stainless steel cylinder 2 formed, can use a plurality of this type of cofferdams according to the width of river.

Claims (5)

1. The utility model provides a hydraulic engineering's strenghthened type cofferdam, includes outer loop (1), its characterized in that: the inner wall overlap joint of outer loop (1) has a stainless steel section of thick bamboo (2), the bottom fixedly connected with stainless steel head (3) of stainless steel section of thick bamboo (2), the top overlap joint of stainless steel section of thick bamboo (2) has holding ring (4), the lower fixed surface of holding ring (4) is connected with sealing plug (5), the inside joint of the surface of sealing plug (5) and stainless steel section of thick bamboo (2).
2. The reinforced cofferdam for hydraulic engineering according to claim 1, wherein: the stainless steel cylinder (2) is filled with silt.
3. The reinforced cofferdam for hydraulic engineering according to claim 1, wherein: the inner wall of the outer ring (1) is provided with a positioning groove (6), and a positioning block (7) is clamped inside the positioning groove (6).
4. The reinforced cofferdam for hydraulic engineering according to claim 3, wherein: the right side of the positioning block (7) is fixedly connected with the surface of the stainless steel cylinder (2).
5. The reinforced cofferdam for hydraulic engineering according to claim 3, wherein: the positioning block (7) is fixedly connected with the outer ring (1) through a fixing pin (8).
CN202123435389.7U 2021-12-26 2021-12-26 Hydraulic engineering's strenghthened type cofferdam Active CN217811130U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123435389.7U CN217811130U (en) 2021-12-26 2021-12-26 Hydraulic engineering's strenghthened type cofferdam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123435389.7U CN217811130U (en) 2021-12-26 2021-12-26 Hydraulic engineering's strenghthened type cofferdam

Publications (1)

Publication Number Publication Date
CN217811130U true CN217811130U (en) 2022-11-15

Family

ID=83959351

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123435389.7U Active CN217811130U (en) 2021-12-26 2021-12-26 Hydraulic engineering's strenghthened type cofferdam

Country Status (1)

Country Link
CN (1) CN217811130U (en)

Similar Documents

Publication Publication Date Title
CN103774675B (en) Combined double-row-pile combined vertical prestress anchor rod supporting system and construction method thereof
CN1837511B (en) Double-rowed cofferdam and method for manufacturing the same
CN210482200U (en) Ecological bank protection structure of high and steep river course bank slope
CN210658383U (en) Silt deep water big rivers foundation ditch combination is strutted
KR20150110238A (en) Semipermeable breakwater of combined power generation facility
CN203729309U (en) Support system with combined double-row piles combined with vertical prestressed anchor bolts
CN217811130U (en) Hydraulic engineering's strenghthened type cofferdam
CN113684832A (en) Construction structure and construction method for deep and shallow foundation pit
CN203007940U (en) Tubular pile protection structure in side slope hammering construction
KR101262865B1 (en) Construction method for cofferdam
CN111236259A (en) Combined lattice-shaped prefabricated pile wall supporting structure and construction method thereof
CN110685287A (en) Double-row pile foundation pit supporting system with drainage ditch and retaining wall and construction method
CN213233521U (en) Caisson and pile combined foundation for reinforcing foundation
CN111779022A (en) Novel structure of underground comprehensive pipe gallery in anti-settling and anti-inclining soft soil foundation and construction method thereof
CN114250744A (en) Novel ecological combined river slope retaining wall revetment
CN205046537U (en) Naked rock platform of deep water
CN210887256U (en) Straight combined sheet pile-ground wall-connecting type frame of water retaining cofferdam
CN212896447U (en) Structure of manual hole digging cast-in-place pile foundation underpinning raft foundation
CN111636451A (en) Water stop structure for construction of low pile cap of shallow covering layer area
CN104831748A (en) Wall body and rapid and simple series-connection construction method thereof
CN110565666A (en) Construction method of flat combined sheet pile ground connecting wall type water retaining cofferdam
CN215669530U (en) Foundation pit supporting system capable of being turned over
CN110984143A (en) Prefabricated rectangular slide-resistant pile retaining wall and construction method thereof
CN218405447U (en) Foundation pit slope supporting system
CN109487750A (en) Pile formula semicircular wave breaker structure and construction method

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant