CN107059944A - Basement seepage point gradually leak stopping structure and construction method - Google Patents

Basement seepage point gradually leak stopping structure and construction method Download PDF

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Publication number
CN107059944A
CN107059944A CN201710220604.0A CN201710220604A CN107059944A CN 107059944 A CN107059944 A CN 107059944A CN 201710220604 A CN201710220604 A CN 201710220604A CN 107059944 A CN107059944 A CN 107059944A
Authority
CN
China
Prior art keywords
drainage tube
hole
closure
seepage point
basement
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.)
Pending
Application number
CN201710220604.0A
Other languages
Chinese (zh)
Inventor
孟向惠
王荣
刘志宏
薛磊
卢敏
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.)
GRANVILLE TECHNOLOGY GROUP Ltd
Original Assignee
GRANVILLE TECHNOLOGY GROUP 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 GRANVILLE TECHNOLOGY GROUP Ltd filed Critical GRANVILLE TECHNOLOGY GROUP Ltd
Priority to CN201710220604.0A priority Critical patent/CN107059944A/en
Publication of CN107059944A publication Critical patent/CN107059944A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E02D31/04Watertight packings for use under hydraulic pressure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0026Metals
    • E02D2300/0029Steel; Iron
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0071Wood

Abstract

The invention discloses a kind of basement seepage point gradually leak stopping structure, it includes plunger, drainage tube, main filler, closure material, cover plate, mortar and basis.Placement drainage tube and main filler in hole, hole are dug at the basic seepage point, the nose end of drainage tube is fixedly connected with cover plate, the plug dress closure material in drainage tube end plug fills wooden plunger, drainage tube remainder section inner chamber.The mortar is smeared on the cover board until filling-in horn mouth.The invention also discloses basement seepage point gradually leak-blocking construction method, it is included in cutting hole at basic seepage point, and drainage tube is laid in hole and main filler is tamped, drainage tube cavity fills in dress plunger respectively and closure is expected.The present invention realizes the closure to drainage tube using two procedures, and one is tentatively blocked with plunger, and two be with the closure completely of closure material.This gradually leak stopping is reasonable in design, and simple in construction, implementing process is easily, closure steady quality, reliable, accomplishes to eliminate basement infiltration hidden danger completely.

Description

Basement seepage point gradually leak stopping structure and construction method
Technical field
The present invention relates to a kind of architectural engineering infiltration leak stopping structure, in particular it relates to which a kind of basement seeps water Put gradually leak stopping structure.The invention further relates to basement seepage point gradually leak-blocking construction method.
Background technology
Commercial and residential building, office building are typically provided with basement, particularly some large-scale commercial and residential buildings even in Horizon to have 2~ 3 layers of basement.Picked up because the exterior wall or bottom plate of basement are located at number under meter, it is loose in some concretes easily by the etch of underground water Naturally seepage point is turned at point.Because basement seepage problem is related to construction quality problem, construction party must effect a radical cure seepage point in time, Otherwise it is difficult to close by acceptance of engineering quality.The industry is generally dug using fixed point under prior art conditions, in the hole of shaping Inside crammed again with concrete.Such a infiltration leak stopping structure enforcement difficulty is small, easy to operate, economical and practical, can reach expected leak stopping Effect.But, prior art construction quality is influenceed larger by water percolating capacity, it is impossible to ensure leak stopping quality.For example, trouble point is seeped water Amount is big, and the concrete not yet solidified is directly washed away in the underground water for pouring in shape, and the concrete constituent part crammed after necessarily causing is lost in, due to Concrete Quality Down is crammed, trouble point plugging effect is necessarily reduced, even if wouldn't seep water, fragile leak stopping concrete is also difficult to for a long time herein Ensure quality.
The content of the invention
Present invention is generally directed to prior art leak stopping quality it is unstable the problem of, propose a kind of basement seepage point gradually leak stopping Structure, the simple in construction, making is easy, leak stopping steady quality is reliable.Present invention additionally comprises basement seepage point gradually blocking construction Method.
The present invention is achieved through the following technical solutions technical goal.
Basement seepage point gradually leak stopping structure, it includes plunger, drainage tube, main filler, closure material, cover plate, mortar and base Plinth.The basis is outer wall of basement or bottom plate, and the hole dug at seepage point extends vertically through basis, and the hole is small in outer imperial palace Tapered hole, hole portion is provided with horn mouth.It is theed improvement is that:The drainage tube is straight tube, and its length is shorter than base thickness by 15 ~25mm, drainage tube is inserted in the middle part of the hole dug, and end is flushed with basic outer wall, and nose end contracting is combined at hole with horn mouth Portion, main filler is completely filled out between the hole inwall on drainage pipe outer wall and basis.The plunger is wooden pieces, and the plunger configured afterwards is filled in The end of drainage tube, the remaining inner chamber plug dress closure material of drainage tube.The cover plate is the steel plates such as 3~5mm, and cover plate is seated in The nose end of drainage tube is simultaneously fixedly connected, and constitutes the plugging structure to having filled out closure material.The mortar smear on the cover board until Filling-in horn mouth.
As further improvement project, the radially-protruding wing together is at least fixedly connected with the outer wall of the drainage tube stage casing Plate, wing plate extends radially out 20~30mm of length.
As further improvement project, the main filler is expansion waterproof concrete.
As further improvement project, the closure material is leak stopping type water tight packing.
As further improvement project, the drainage tube is bore 20~φ of φ 50mm metal tube.
Basement seepage point gradually leak-blocking construction method, it is implemented by following procedures:
1. hole is dug at basic seepage point, loose concrete is removed, is formed perpendicular to surface and through the taper hole of wall thickness;
2. it is placed in the middle in the taper hole dug to lay drainage tube;
3. between the inwall of place hole main filler is tamped in the outer wall of drainage tube;
4. plunger is filled in the end of drainage tube;
5. closure material is tamped in the remaining inner chamber of drainage tube;
6. cover plate is seated in the nose end of drainage tube and is fixedly connected;
7. mortar is smeared on the cover board, until horn mouth is floating.
The present invention compared with prior art, has the positive effect that:
1st, gradually blockage structure is simple, it is easy, workable to construct for substep;
2nd, interim current by pass is reserved, is conducive to subject of implementation to block, the main filler tamped will not be rushed in process of setting by water Rinse loss;
3rd, drainage tube peripheral hardware wing plate, both improves structural strength, and having again prevents drainage tube axial leakage function;
4th, multi layer waterproof setting is made in structure, it is closure steady quality, reliable.
Brief description of the drawings
Fig. 1 is structural profile schematic diagram of the present invention.
It is only structural profile schematic diagram that hole is dug on basis in Fig. 1 that Fig. 2, which is,.
Fig. 3 is to lay drainage tube in hole shown in Fig. 2 and tamp the structural profile schematic diagram of main filler.
Fig. 4 is to be fixedly connected with the structural profile schematic diagram of cover plate in the nose end of drainage tube shown in Fig. 3.
Embodiment
Below according to accompanying drawing and in conjunction with the embodiments, the invention will be further described.
Basement seepage point shown in Fig. 1 gradually leak stopping structure, it include plunger, drainage tube, main filler, closure material, cover plate, Mortar and basis.The basis is outer wall of basement or bottom plate, and the hole dug at seepage point extends vertically through basis, and the hole is in outer The small tapered hole of imperial palace, hole portion is provided with horn mouth.The drainage tube be straight tube, its length 15~25mm shorter than base thickness, Drainage tube is inserted in the middle part of the hole dug, and end is flushed with basic outer wall, and nose end contracts at hole and horn mouth joint portion, is drawing Main filler is completely filled out between flow tube outer wall and the hole inwall on basis.The plunger is wooden pieces, and the plunger configured afterwards fills in drainage tube End, drainage tube remaining inner chamber plug dress closure material.The cover plate is the steel plates such as 3~5mm, and cover plate is seated in drainage tube Nose end and be fixedly connected, constitute to closure material plugging structure.The mortar is smeared on the cover board until filling-in horn mouth. Said structure is implemented step by step by following procedures:
1. hole is dug at basic 7 seepage point, loose concrete is removed, ultimately formed perpendicular to surface and through the taper of wall thickness Hole, the oral area in taper hole is provided with one of horn mouth, and this structure is as shown in Figure 2;
2. the outer wall of drainage tube 2 placed in the middle that taken in drainage tube 2, the present embodiment of laying is provided with together in the taper hole dug Wing plate 2.1, the thickness 3.0mm of wing plate 2.1, extends radially out 20mm;
3. placement drainage tube 2 placed in the middle as shown in figure 3, drainage tube 2 outer wall to tamping main filler 3 between the inwall of place hole, this Stage drainage tube 2 is only as interim current by pass;
4. plunger 1 is filled in the end of drainage tube 2, the wooden plunger 1 disposed afterwards is soaked in water and expanded, plunger 1 is directly blocked up Drainage tube 2 is filled in, makes this interim current by pass cutout;
5. closure material 4 is tamped in the remaining inner chamber of drainage tube 2, so that completely plugged drainage tube 2;
6. cover plate 5 is seated in the nose end of drainage tube 2 and is fixedly connected, and its structure is as shown in figure 4, cover plate 5 plays closure draws The effect of closure material 4 in flow tube 2;
7. mortar 6 is smeared on cover plate 5, until horn mouth is floating, this process repairs vestige process to eliminate.
The present invention extends vertically through the water conservancy diversion on basis 7 by digging hole, and the pre-buried drainage tube 2 in the middle part of hole at seepage point Pipe 2 plays interim aerial drainage effect during closure.The infiltration of accident is drawn by drainage tube 2, infiltration can be avoided to main filler 3 Etch so that main filler 3 component in process of setting will not be lost in without reason, it is ensured that the first stage tamps quality in hole.Then The closure of drainage tube 2 is remake, the present invention realizes the closure to drainage tube 2 using two procedures, and one is tentatively blocked with plunger 1, Two be with the closure completely of closure material 4.This gradually leak stopping is reasonable in design, simple in construction, and implementing process is easy, closure steady quality, Reliably, basement infiltration hidden danger is completely eliminated.

Claims (6)

1. a kind of basement seepage point gradually leak stopping structure, it includes plunger(1), drainage tube(2), main filler(3), closure material(4)、 Cover plate(5), mortar(6)And basis(7);The basis(7)For outer wall of basement or bottom plate, the hole dug at seepage point is vertical Through basis(7), the hole is provided with horn mouth in the small tapered hole of outer imperial palace, hole portion;It is characterized in that:The drainage tube(2) For straight tube, its length is than basis(7)Short 15~the 25mm of thickness, drainage tube(2)It is inserted in the middle part of the hole dug, end and basis (7)Outer wall is flushed, and nose end contracts at hole and horn mouth joint portion, in drainage tube(2)Outer wall and basis(7)Hole inwall between Completely fill out main filler(3);The plunger(1)For wooden pieces, the plunger configured afterwards(1)Fill in drainage tube(2)End, drainage tube (2)Remaining inner chamber plug dress closure material(4);The cover plate(5)For the steel plates such as 3~5mm, cover plate(5)It is seated in drainage tube(2) Nose end and be fixedly connected, constitute to closure expect(4)Plugging structure;The mortar(6)It is put on cover plate(5)Above until mending Flat horn mouth.
2. basement seepage point according to claim 1 gradually leak stopping structure, it is characterised in that:The drainage tube(2)Stage casing Radially-protruding wing plate together is at least fixedly connected with outer wall(2.1), wing plate(2.1)Extend radially out 20~30mm of length.
3. basement seepage point according to claim 1 gradually leak stopping structure, it is characterised in that:The main filler(3)To be swollen Swollen waterproof concrete.
4. basement seepage point according to claim 1 gradually leak stopping structure, it is characterised in that:The closure material(4)It is stifled Leakage type water tight packing.
5. basement seepage point according to claim 1 gradually leak stopping structure, it is characterised in that:The drainage tube(2)For mouth Footpath 20~φ of φ 50mm metal tube.
6. a kind of basement seepage point gradually leak-blocking construction method, its feature is implemented by following procedures:
1. on basis(7)Hole is dug at seepage point, loose concrete is removed, is formed perpendicular to surface and through the taper hole of wall thickness;
2. it is placed in the middle in the taper hole dug to lay drainage tube(2);
3. in drainage tube(2)Outer wall tamp main filler between the inwall of place hole(3);
4. by plunger(1)Fill in drainage tube(2)End;
5. in drainage tube(2)Closure material is tamped in remaining inner chamber(4);
6. cover plate(5)It is seated in drainage tube(2)Nose end and be fixedly connected;
7. in cover plate(5)On smear mortar(6), until horn mouth is floating.
CN201710220604.0A 2017-04-06 2017-04-06 Basement seepage point gradually leak stopping structure and construction method Pending CN107059944A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710220604.0A CN107059944A (en) 2017-04-06 2017-04-06 Basement seepage point gradually leak stopping structure and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710220604.0A CN107059944A (en) 2017-04-06 2017-04-06 Basement seepage point gradually leak stopping structure and construction method

Publications (1)

Publication Number Publication Date
CN107059944A true CN107059944A (en) 2017-08-18

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CN201710220604.0A Pending CN107059944A (en) 2017-04-06 2017-04-06 Basement seepage point gradually leak stopping structure and construction method

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108867894A (en) * 2018-06-14 2018-11-23 厦门防水博士建筑工程有限公司 A kind of fine fitment kitchen and toilet water protection standards construction technology

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101078246B1 (en) * 2011-02-17 2011-10-31 한국그레이스(주) Sealed water proofing structure and construction method using the same
CN205369322U (en) * 2015-11-20 2016-07-06 中国建筑第四工程局有限公司 A plugging device for handling bottom plate gushes water hole
CN206667305U (en) * 2017-04-06 2017-11-24 正威科技集团有限公司 Basement seepage point gradually leak stopping structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101078246B1 (en) * 2011-02-17 2011-10-31 한국그레이스(주) Sealed water proofing structure and construction method using the same
CN205369322U (en) * 2015-11-20 2016-07-06 中国建筑第四工程局有限公司 A plugging device for handling bottom plate gushes water hole
CN206667305U (en) * 2017-04-06 2017-11-24 正威科技集团有限公司 Basement seepage point gradually leak stopping structure

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
李云鹏: "张口模板加压混凝土配合钢管引流法在堵漏中的应用", 《建筑技术》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108867894A (en) * 2018-06-14 2018-11-23 厦门防水博士建筑工程有限公司 A kind of fine fitment kitchen and toilet water protection standards construction technology
CN108867894B (en) * 2018-06-14 2020-03-24 厦门防水博士建筑工程有限公司 Waterproof standard construction process for finely decorated kitchen and toilet

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Application publication date: 20170818