CN109403631A - A kind of ground-connecting-wall connect waterproof construction method with original place flowering structure - Google Patents
A kind of ground-connecting-wall connect waterproof construction method with original place flowering structure Download PDFInfo
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- CN109403631A CN109403631A CN201811498162.7A CN201811498162A CN109403631A CN 109403631 A CN109403631 A CN 109403631A CN 201811498162 A CN201811498162 A CN 201811498162A CN 109403631 A CN109403631 A CN 109403631A
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- wall
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- original place
- steel plate
- flowering structure
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- 230000017260 vegetative to reproductive phase transition of meristem Effects 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 238000007789 sealing Methods 0.000 claims abstract description 16
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 12
- 238000003466 welding Methods 0.000 claims abstract description 10
- 238000004140 cleaning Methods 0.000 claims abstract description 9
- 238000005266 casting Methods 0.000 claims abstract description 6
- 238000009434 installation Methods 0.000 claims abstract description 6
- 238000007586 pull-out test Methods 0.000 claims description 6
- 239000000654 additive Substances 0.000 claims description 3
- 230000000996 additive effect Effects 0.000 claims description 3
- 238000005553 drilling Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000011144 upstream manufacturing Methods 0.000 claims description 3
- 238000003908 quality control method Methods 0.000 abstract description 4
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 235000001674 Agaricus brunnescens Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Electromagnetism (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a kind of ground-connecting-walls to connect waterproof construction method with original place flowering structure, includes the following steps: one: concrete surface dabbing, cleaning, brush interfacial agents, two: exterior wall main reinforcement and channel steel welding, three: steel plate for sealing water welding, four: setting water expandable waterstop, five: bar planting, six: laying mini-valve tube, seven: installation template, eight: casting concrete, nine, sleeve valve barrel grouting.The present invention is the quality control for guaranteeing ground-connecting-wall and connecting with original place flowering structure, promotes the connection waterproof construction quality of ground-connecting-wall and original place flowering structure, improves quality, save cost, easy for construction, improves working efficiency, has saved the duration.
Description
Technical field
The present invention relates to ground-connecting-wall in building field and original place flowering structure construction field, specially a kind of ground-connecting-wall and original place
Flowering structure connects waterproof construction method.
Background technique
With the development of society, especially scientific and technical progress, is greatly facilitated the rapid development of social productive forces；Especially
It is the development of construction industry, is even more advanced by leaps and bounds；The progress faster of urbanization, most addresses need to carry on limited soil
The work and clothing, food, lodging and transportion -- basic necessities of life of larger population, thus it is a large amount of high-rise and rise sheer from level ground like the mushrooms after rain more than layer.
Ground-connecting-wall, i.e. diaphram wall are referred to using various trench machines, are acted on by means of the retaining wall of mud, in underground
Narrow and deep groove is dug out, and is poured material appropriate in it and is formed together with antiseepage (water), earth-retaining and weight-bearing function
Continuous underground wall body.
Currently, ground-connecting-wall technology is generally implemented in China, how to guarantee that ground-connecting-wall and underground structure quality of connection become one
A important technology improves working efficiency to guarantee ground-connecting-wall and underground structure quality of connection, and save the cost is saved the duration, research
A kind of ground-connecting-wall connect waterproof construction method with original place flowering structure, is a urgent problem.
Summary of the invention
In order to solve the problems, such as it is above-mentioned propose in the prior art, the present invention provides tie under a kind of guarantee ground-connecting-wall and original place
The quality control of structure connection promotes the ground-connecting-wall and original place flowering structure of the connection waterproof construction quality of ground-connecting-wall and original place flowering structure
Connect waterproof construction method.
The object of the present invention is achieved like this:
A kind of ground-connecting-wall connect waterproof construction method with original place flowering structure, includes the following steps:
Step 1: concrete surface dabbing, cleaning, brush interfacial agents；Step 2: exterior wall main reinforcement and channel steel weld；Step 3: water-stopping steel
Plate welding；Step 4: setting water expandable waterstop；Step 5: bar planting；Step 6: mini-valve tube is laid；Step 7: installation mould
Plate；Step 8: casting concrete；Step 9: sleeve valve barrel grouting.
A kind of ground-connecting-wall connect waterproof construction method with original place flowering structure, includes the following steps:
Step 1: concrete surface dabbing, cleaning, brush interfacial agents
1 dabbing of ground-connecting-wall and former outer wall of underground structure, cleaning, brush interfacial agents, exterior wall manually reject 200mm, and reinforcing bar retains, dabbing
After clean out, brush interfacial agents；
Step 2: exterior wall main reinforcement and channel steel weld
14# channel steel 3 and former outer wall of basement main reinforcement 2 are welded；
Step 3: steel plate for sealing water welding
Ground-connecting-wall main reinforcement and the welding of steel plate for sealing water 4, former basement structure channel steel and steel plate for sealing water 4 are welded, water-stopping steel plate thickness 3mm,
Steel plate for sealing water concave surface upstream face direction；
Step 4: setting water expandable waterstop
Water expandable waterstop 5 is arranged in ground-connecting-wall and former outer wall of underground structure steel plate for sealing water two sides tick slot；
Step 5: bar planting
Ground-connecting-wall drilling, 6 drillable length of bar planting are not less than 15d, and pull-out test is done in bar planting after 72 hours, guarantee that pull-out test meets
Code requirement；
Step 6: mini-valve tube is laid
Mini-valve tube 7, mini-valve tube outer diameter 48mm are laid on the inside of ground-connecting-wall and original place flowering structure；
Step 7: installation template
Step 8: casting concrete
Slightly expanded concrete C40/P8 is poured, concrete adds anti-crack additive；
Step 9: sleeve valve barrel grouting.
Positive beneficial effect: a kind of ground-connecting-wall provided by the invention connect waterproof construction method with original place flowering structure, can be more
Guarantee the quality control that ground-connecting-wall is connect with original place flowering structure well, promotes the connection waterproof construction matter of ground-connecting-wall and original place flowering structure
Amount, improves quality, saves cost, easy for construction, improves working efficiency, has saved the duration.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Specific embodiment
With reference to the accompanying drawings and embodiments, the present invention is described further.
Embodiment
As shown in Figure 1, a kind of ground-connecting-wall connect waterproof construction method with original place flowering structure, include the following steps:
Step 1: concrete surface dabbing, cleaning, brush interfacial agents
1 dabbing of ground-connecting-wall and former outer wall of underground structure, cleaning, brush interfacial agents, exterior wall manually reject 200mm, and reinforcing bar retains, dabbing
After clean out, brush interfacial agents；
Step 2: exterior wall main reinforcement and channel steel weld
14# channel steel 3 and former outer wall of basement main reinforcement 2 are welded；
Step 3: steel plate for sealing water welding
Ground-connecting-wall main reinforcement and the welding of steel plate for sealing water 4, former basement structure channel steel and steel plate for sealing water 4 are welded, water-stopping steel plate thickness 3mm,
Steel plate for sealing water concave surface upstream face direction；
Step 4: setting water expandable waterstop
Water expandable waterstop 5 is arranged in ground-connecting-wall and former outer wall of underground structure steel plate for sealing water two sides tick slot；
Step 5: bar planting
Ground-connecting-wall drilling, bar planting 6, drillable length are not less than 15d, and pull-out test is done in bar planting after 72 hours, guarantee that pull-out test is full
Sufficient code requirement；
Step 6: mini-valve tube is laid
Mini-valve tube 7, mini-valve tube outer diameter 48mm are laid on the inside of ground-connecting-wall and original place flowering structure；
Step 7: installation template
Step 8: casting concrete
Slightly expanded concrete C40/P8 is poured, concrete adds anti-crack additive；
Step 9: sleeve valve barrel grouting.
A kind of ground-connecting-wall provided by the invention connect waterproof construction method with original place flowering structure, can more preferably guarantee ground-connecting-wall with
The quality control of original place flowering structure connection, promotes the connection waterproof construction quality of ground-connecting-wall and original place flowering structure, improves quality,
Cost is saved, it is easy for construction, working efficiency is improved, the duration has been saved.
Above embodiments are merely to illustrate the preferred embodiment of the present invention, but the present invention is not limited to above-mentioned embodiment party
Formula, the field those of ordinary skill within the scope of knowledge, it is made any within the spirit and principles in the present invention
Modification, equivalent substitute and improvement etc. should all be covered within the claimed technical proposal scope of the present invention.
Claims (2)
1. a kind of ground-connecting-wall connect waterproof construction method with original place flowering structure, which comprises the steps of:
Step 1: concrete surface dabbing, cleaning, brush interfacial agents；Step 2: exterior wall main reinforcement and channel steel weld；Step 3: water-stopping steel
Plate welding；Step 4: setting water expandable waterstop；Step 5: bar planting；Step 6: mini-valve tube is laid；Step 7: installation mould
Plate；Step 8: casting concrete；Step 9: sleeve valve barrel grouting.
2. a kind of ground-connecting-wall according to claim 1 connect waterproof construction method with original place flowering structure, which is characterized in that packet
Include following steps:
Step 1: concrete surface dabbing, cleaning, brush interfacial agents
Ground-connecting-wall and former outer wall of underground structure (1) dabbing, cleaning, brush interfacial agents, exterior wall manually reject 200mm, and reinforcing bar retains, chisel
It is cleaned out after hair, brush interfacial agents；
Step 2: exterior wall main reinforcement and channel steel weld
14# channel steel 3 and former outer wall of basement main reinforcement (2) are welded；
Step 3: steel plate for sealing water welding
Ground-connecting-wall main reinforcement and steel plate for sealing water (4) welding, former basement structure channel steel and steel plate for sealing water (4) are welded, water-stopping steel plate thickness
3mm, steel plate for sealing water concave surface upstream face direction；
Step 4: setting water expandable waterstop
Water expandable waterstop (5) are arranged in ground-connecting-wall and former outer wall of underground structure steel plate for sealing water two sides tick slot；
Step 5: bar planting
Ground-connecting-wall drilling, bar planting (6) drillable length are not less than 15d, and pull-out test is done in bar planting after 72 hours, guarantee that pull-out test is full
Sufficient code requirement；
Step 6: mini-valve tube is laid
Mini-valve tube (7) are laid on the inside of ground-connecting-wall and original place flowering structure, mini-valve tube outer diameter 48mm；
Step 7: installation template
Step 8: casting concrete
Slightly expanded concrete C40/P8 is poured, concrete adds anti-crack additive；
Step 9: sleeve valve barrel grouting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811498162.7A CN109403631A (en) | 2018-12-08 | 2018-12-08 | A kind of ground-connecting-wall connect waterproof construction method with original place flowering structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811498162.7A CN109403631A (en) | 2018-12-08 | 2018-12-08 | A kind of ground-connecting-wall connect waterproof construction method with original place flowering structure |
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| Publication Number | Publication Date |
|---|---|
| CN109403631A true CN109403631A (en) | 2019-03-01 |
Family
ID=65458026
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811498162.7A Pending CN109403631A (en) | 2018-12-08 | 2018-12-08 | A kind of ground-connecting-wall connect waterproof construction method with original place flowering structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN109403631A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067311A (en) * | 2019-05-14 | 2019-07-30 | 长江勘测规划设计研究有限责任公司 | The connection structure and method of new-old concrete component junction |
| CN110230325A (en) * | 2019-06-12 | 2019-09-13 | 上海宝冶集团有限公司 | A kind of basement bottom board and supporting ground-connecting-wall are flexibly connected construction method |
| CN110761577A (en) * | 2019-11-20 | 2020-02-07 | 河南宝龙源检测技术有限公司 | Shear wall secondary connection structure with sealing requirement and construction method |
| CN112593723A (en) * | 2020-11-24 | 2021-04-02 | 浙江二十冶建设有限公司 | Existing building connecting method |
| CN113969625A (en) * | 2020-07-24 | 2022-01-25 | 中航天建设工程集团有限公司 | I-shaped overhanging steel-based wall-penetrating reserved hole plugging method and die |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067311A (en) * | 2019-05-14 | 2019-07-30 | 长江勘测规划设计研究有限责任公司 | The connection structure and method of new-old concrete component junction |
| CN110067311B (en) * | 2019-05-14 | 2024-04-12 | 长江勘测规划设计研究有限责任公司 | Connection structure and method for joint of new and old concrete members |
| CN110230325A (en) * | 2019-06-12 | 2019-09-13 | 上海宝冶集团有限公司 | A kind of basement bottom board and supporting ground-connecting-wall are flexibly connected construction method |
| CN110761577A (en) * | 2019-11-20 | 2020-02-07 | 河南宝龙源检测技术有限公司 | Shear wall secondary connection structure with sealing requirement and construction method |
| CN113969625A (en) * | 2020-07-24 | 2022-01-25 | 中航天建设工程集团有限公司 | I-shaped overhanging steel-based wall-penetrating reserved hole plugging method and die |
| CN112593723A (en) * | 2020-11-24 | 2021-04-02 | 浙江二十冶建设有限公司 | Existing building connecting method |
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Application publication date: 20190301 |
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