CN2387140Y - Honeycomb type tap-hole gate - Google Patents

Honeycomb type tap-hole gate Download PDF

Info

Publication number
CN2387140Y
CN2387140Y CN 98241553 CN98241553U CN2387140Y CN 2387140 Y CN2387140 Y CN 2387140Y CN 98241553 CN98241553 CN 98241553 CN 98241553 U CN98241553 U CN 98241553U CN 2387140 Y CN2387140 Y CN 2387140Y
Authority
CN
China
Prior art keywords
steel cloth
pillow
big
lug
groove
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.)
Expired - Fee Related
Application number
CN 98241553
Other languages
Chinese (zh)
Inventor
张平顺
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 98241553 priority Critical patent/CN2387140Y/en
Application granted granted Critical
Publication of CN2387140Y publication Critical patent/CN2387140Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

The utility model relates to a honeycomb type tap-hole gate which is composed of a gate frame, a gate base, drill keys, big slide plates and small slide plates. The gate frame is assembled by a steel-cloth apron, an angular wall, a supporting pad, a honeycomb block, a beam element and a chord. The gate base is composed of a sleeper suspending plate and a steel-cloth sleeper. The drill keys are inserted into a drill key groove which is arranged on the steel-cloth sleeper. The big slide plates are inserted into a big slide plate groove on the beam element. The small slide plates are inserted into a small slide plate guiding groove which is formed between two big slide plates. The utility model has the advantages of high hole tapping speed, high efficiency and no need of people entering water to tap holes.

Description

The honeycomb fashion lock of blocking up
The utility model relates to a kind of honeycomb fashion lock of blocking up, and is applicable to that the shutoff flood control bursts.
Extraodinary flood takes place in the Changjiang river of in 1998 China, Nenjiang, preserved egg Jiangdu in succession, and dykes and dams many places take place burst, and have caused heavy economic losses and casualties to the country and people.Though adopt the present technology of blocking up to block breach,, its speed is slow, and efficient is low.What it leaned on is tactics of human sea, needs many people emitting life danger, jumps into torrent and forms wall, stands in the torrent and drives piles.
The purpose of this utility model just is to overcome above-mentioned defective, for society provides a kind of technology of blocking up that efficiently, fast, does not need water under the people, i.e. and the honeycomb fashion lock of blocking up.
The purpose of this utility model is to realize like this, it is by the gate frame, lock is built, drift, big damper and little flashboard are formed, the gate frame is by steel cloth apron, the angle wall, prop up pad, honeycomb block, Liang Yuan, string is formed, steel cloth apron is installed in Jiao Bishang by the lug on its reinforcing bar, prop up pad and be installed in propping up in the pad groove on the wall sidewall of angle, the angle wall links together a plurality of honeycomb block chords by a pad, honeycomb block is made up of a plurality of light-wall pipes and a plurality of latch and jack, latch and jack are distributed on the honeycomb block periphery, Liang Yuan is the stephanoporate thin wall rectangular tube, its both sides are provided with bolt hole, its bottom is provided with two jacks, its side is provided with the big damper gathering sill, connects by bolt between the beam unit, and Liang Yuan and honeycomb block are passed through latch, jack connects; Lock is built by hanging pillow plate and steel cloth pillow and is formed, the link plate pillow is the thin-walled box structure of sealing, on its adjacent dual-side, be provided with lug, steel cloth pillow is made up of metal frame and water proof cloth, another side in metal frame is provided with the drift groove, is provided with lug on the upper and lower both sides of steel cloth pillow, connects by lug between two steel cloth pillows, steel cloth pillow is connected by lug with extension pillow plate, in the drift groove on the drift insertion steel cloth pillow; Big damper inserts in the big damper groove of beam unit, and little flashboard inserts in the little flashboard gathering sill that is formed by the slit between two big dampers.
The implementation process of blocking up is as follows: the one, earlier water and breach dike are kept apart, and make the dykes and dams on breach both sides no longer be subjected to the immersion of water and directly impact; The 2nd, at the hard support of a similar fishnet that bursts to place rapidly, this support is exactly a gate frame in the present embodiment, and it neither influences the discharge in bursting significantly, is convenient to the operation of blocking up again thereon; The 3rd, behind the gate frame, lay a plurality of staking outs, set up vallation for block up comprehensively; The 4th, before lock, insert a plurality of big or small flashboards rapidly, followed by fill sandstone earth in the lock back, at one stroke breach is blocked.
The utility model is further described with embodiment below in conjunction with attached:
Fig. 1 is the structural representation of utility model
Fig. 2 is the vertical view of Fig. 1
Fig. 3,4 is respectively the front view and the vertical view of gate frame
Fig. 5 builds structural representation for lock
Fig. 6,7 is respectively the front view and the vertical view of steel cloth apron
Fig. 8,9 is respectively the front view and the vertical view of angle wall
Figure 10,11 is respectively the front view and the vertical view of honeycomb block
Figure 12,13,14 is respectively front view, vertical view and the left view of Liang Yuan
Figure 15-20 is respectively master, left view and A, the B of left and right pad to view
Figure 21,22 is respectively front view and the vertical view of hanging the pillow plate
Figure 23,24 is respectively the front view and the vertical view of steel cloth pillow
Three process schematic diagrames when Figure 25-27 bursts for the gate frame advances.
By illustrated embodiment as can be known, the utility model is by the gate frame, lock is built, drift, big damper and little flashboard are formed, the gate frame is by steel cloth apron (1), angle wall (2), prop up pad (3), honeycomb block (7), Liang Yuan (8), string (6) is formed, steel cloth apron (1) is installed on the angle wall (2) by the lug on its reinforcing bar (14), prop up pad (3) and be installed in propping up in the pad groove on angle wall (2) sidewall, angle wall (2) links together a plurality of honeycomb block (7) chords (6) by a pad (3), honeycomb block (7) is made up of a plurality of light-wall pipes and a plurality of latch (17) and jack (16), latch (17) and jack (16) are distributed on the honeycomb block periphery, Liang Yuan (8) is the stephanoporate thin wall rectangular tube, its both sides are provided with bolt hole, its bottom is provided with two jacks (18), its side is provided with the big damper gathering sill, connect by bolt between the Liang Yuan (8), Liang Yuan and honeycomb block are passed through latch, jack connects; Lock is built by hanging pillow plate (12) and steel cloth pillow (11) and is formed, hang the thin-walled box structure of pillow plate (12) for sealing, on its adjacent dual-side, be provided with lug, steel cloth pillow is made up of metal frame (19) and water proof cloth (20), another side in metal frame is provided with the drift groove, is provided with lug on the upper and lower both sides of steel cloth pillow, connects by lug between two steel cloth pillows, steel cloth pillow is connected by lug with extension pillow plate, in the drift groove on drift (10) the insertion steel cloth pillow; Big damper (4) inserts in the big damper groove of beam unit (8), and little flashboard (5) inserts in the little flashboard gathering sill that is formed by the slit between two big dampers.Also be provided with staking out (9) in gate frame back.In Fig. 1,2,5, (13) are dykes and dams.
The effect of steel cloth apron is to lean on the strength of water tightly to be attached on the breach dike, and it is kept apart water and breach dike with the angle wall.The effect of angle wall is to bear and transmit gate frame load do not play staking out in gate frame put procedure before.The effect of steel cloth pillow is that water and breach dike are kept apart, and the rubble and the sleeper that are similar to railway.
When dykes and dams take place to burst, at first utilize steel cloth apron (1), angle wall (2), pad (3), string (6), honeycomb block (7) He Liangyuan (8), gate frame that adapts with the size of bursting of assembly unit is seen Fig. 3,4 rapidly.Meanwhile, on the breach dike, set up two locks bases rapidly with hanging pillow plate (12) and steel cloth pillow (11), see Fig. 5, after above-mentioned work is carried out, select more suitable drift (10) to put into drift groove on the steel cloth pillow according to the gradient of dike, the gate frame is slided into breach along drift among.The gate frame is put into and is burst have three kinds of methods available.The one, sling with helicopter and to put into; The 2nd, sling with the tower crane of ship and to put into; The 3rd, taked in the present technique after adding counterweight (25) and dress jack pad assembly (22) on the gate frame, go up at a plurality of cylinders (26) and to advance, use jack (21) to withstand after putting in place again toward the method for transferring.Figure 25-the 27th, the gate frame advances three process schematic diagrames when bursting.Employing is gone up the method step that advances at cylinder (26), when assembly unit gate frame, should spread roller plate (27) earlier on the breach dike, puts cylinder (26) on roller plate (27) well, puts supporting plate (23) again on cylinder (26) well.After the assembly unit of gate frame is good, also two jack pad assemblies (22) and a counter-balanced carriage (24) should be installed on the gate frame, add that counterweight (25) just can advance the gate frame toward the top of bursting.Reach when bursting the top, the jack with the opposite withstands earlier, sees Figure 26.Another side also withstands with jack then, two all withstand after, remove counterweight (25) again, pull down counter-balanced carriage (24), last both sides jack toward transferring, is put well in the gate frame bursts together.At this moment take away jack (21), the topping bracket of dismantling (22).After above-mentioned work all performs, a plurality of people may stand on the gate frame and squeeze into a plurality of staking outs (9) toward gate frame back simultaneously, see Fig. 1,2, accomplish fluently staking out (9), one by one big damper (4) is inserted in gathering sill from both sides again, with instrument big damper is pounded an into part in earth again on earth, this moment, big damper can play the effect of dash, can also play the staking out effect, when per two big dampers inject, just produced very big slit between them, also just formed a little flashboard gathering sill, little flashboard (5) from then on injects the current that just can block up this slit in the groove.When all gathering sills all inject big or small flashboard, rely on big or small flashboard can block current in the breach basically.For the support force that strengthens the gate frame with thoroughly block breach, when inserting big or small flashboard, also fill sandstone earth behind the gate frame following closely.Block fully until bursting.
The utility model compared with prior art has the following advantages:
1, do not need the people emitting life danger in torrent, to form wall, do not need water piling under the people yet. This Practical novel is down piling on the gate frame, and it is conducive to adopt mechanical piling work, its operation efficient High.
2, can mutually splice between the nearly all parts of the utility model, so wide regardless of what burst The narrow depth, it can both assembly unit play one and the lock that bursts to block up accordingly, and its applicability is good.
3, because present technique has been taked double-deck isolation to breach, the way of double-deck protection is so can not only have Effect ground prevents the breach dike to continue to cave in, and can improve the bearing capacity of dike.
4, because its critical piece honeycomb block is to rely on latch to connect each other, the speed of lock is very fast so assembly unit is blocked up.
5, because present technique mainly relies on big or small flashboard to block current, rely on sandstone earth to stop up slit and the support force that strengthens the gate frame, so, the stock utilization of not only blocking up height, and the speed of blocking up is fast.
6, because its outer image crossbow, structure is as honeycomb, and the intensity height is in light weight, can greatly bring into play the usefulness of material, and think is used in the great rivers dykes and dams are blocked up engineering and created condition.

Claims (2)

1, a kind of honeycomb fashion lock of blocking up, it is characterized in that it is by the gate frame, lock is built, drift, big damper and little flashboard are formed, the gate frame is by steel cloth apron (1), angle wall (2), prop up pad (3), honeycomb block (7), Liang Yuan (8), string (6) is formed, steel cloth apron (1) is installed on the angle wall (2) by the lug on its reinforcing bar (14), prop up pad (3) and be installed in propping up in the pad groove on angle wall (2) sidewall, angle wall (2) links together a plurality of honeycomb block (7) chords (6) by a pad (3), honeycomb block (7) is made up of a plurality of light-wall pipes and a plurality of latch (17) and jack (16), latch (17) and jack (16) are distributed on the honeycomb block periphery, Liang Yuan (8) is the stephanoporate thin wall rectangular tube, its both sides are provided with bolt hole, its bottom is provided with two jacks (18), its side is provided with the big damper gathering sill, connect by bolt between the Liang Yuan (8), Liang Yuan and honeycomb block are passed through latch, jack connects; Lock is built by hanging pillow plate (12) and steel cloth pillow (11) and is formed, hang the thin-walled box structure of pillow plate (12) for sealing, on its adjacent dual-side, be provided with lug, steel cloth pillow is made up of metal frame (19) and water proof cloth (20), another side in metal frame is provided with the drift groove, is provided with lug on the upper and lower both sides of steel cloth pillow, connects by lug between two steel cloth pillows, steel cloth pillow is connected by lug with extension pillow plate, in the drift groove on drift (10) the insertion steel cloth pillow; Big damper (4) inserts in the big damper groove of beam unit (8), and little flashboard (5) inserts in the little flashboard gathering sill that is formed by the slit between two big dampers.
2, the lock of blocking up according to claim 1 is characterized in that it also is provided with staking out (9).
CN 98241553 1998-10-19 1998-10-19 Honeycomb type tap-hole gate Expired - Fee Related CN2387140Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 98241553 CN2387140Y (en) 1998-10-19 1998-10-19 Honeycomb type tap-hole gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 98241553 CN2387140Y (en) 1998-10-19 1998-10-19 Honeycomb type tap-hole gate

Publications (1)

Publication Number Publication Date
CN2387140Y true CN2387140Y (en) 2000-07-12

Family

ID=33988281

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 98241553 Expired - Fee Related CN2387140Y (en) 1998-10-19 1998-10-19 Honeycomb type tap-hole gate

Country Status (1)

Country Link
CN (1) CN2387140Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424329A (en) * 2019-08-06 2019-11-08 长江水利委员会长江科学院 A kind of dyke is quickly blocked up specific stub net anti-impact equipment and the application method of speedily carrying out rescue work
CN113931135A (en) * 2021-11-19 2022-01-14 大连理工大学 Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424329A (en) * 2019-08-06 2019-11-08 长江水利委员会长江科学院 A kind of dyke is quickly blocked up specific stub net anti-impact equipment and the application method of speedily carrying out rescue work
CN113931135A (en) * 2021-11-19 2022-01-14 大连理工大学 Column cage stone pile supporting cage type flashboard for blocking breach and burst and rapid emergency rescue method

Similar Documents

Publication Publication Date Title
CN107386244A (en) A kind of truss-like hydraulic bolt lowering or hoisting gear
CN2387140Y (en) Honeycomb type tap-hole gate
CN104863170B (en) Floating transportation method for large open caisson or cofferdam
CN206694052U (en) A kind of coal mine roadway visits beam supporting construction
CN215290154U (en) Double row pile supporting construction
CN214460126U (en) Slope protection device for hydraulic and hydroelectric engineering
CN216275721U (en) Soil-retaining back-pressure diagonal bracing combined foundation pit supporting structure
CN216586572U (en) A asymmetric supporting construction of deep basal pit for approaching on existing highway
CN212612506U (en) Quick strutting arrangement of foundation ditch
CN213014300U (en) Deep foundation pit supporting structure with strong impact resistance
CN214460177U (en) Plug-in type maintenance gate suitable for large-span low water head
CN210595044U (en) Self-locking bridge jacking device
CN221095183U (en) Construction platform for steel sheet pile of dewatering well
CN207161129U (en) Back timber
CN207212271U (en) A kind of floating box type drilling platform
CN111576440A (en) Deep foundation pit supporting bar planting hanging net fixing device
CN220555801U (en) Water conservancy protection dyke structure
CN105804055A (en) Piling-facilitating sheet pile shaped like Chinese character 'ji'
CN210766825U (en) Construction structures is transferred in installation of supplementary steel cofferdam
CN219470967U (en) Landslide prevention device for surface mine side slope
CN216108534U (en) Prestressed occlusion type double-row pile foundation pit supporting structure
CN220352717U (en) Dyke reinforcing construction mechanism
CN218540716U (en) Foundation pit supporting structure
CN219547821U (en) Shallow foundation pit supporting structure
CN215290109U (en) Offshore wind power pile driver

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee