CN106088161A - A kind of soil that backfills settles the structure watering band - Google Patents
A kind of soil that backfills settles the structure watering band Download PDFInfo
- Publication number
- CN106088161A CN106088161A CN201610418252.5A CN201610418252A CN106088161A CN 106088161 A CN106088161 A CN 106088161A CN 201610418252 A CN201610418252 A CN 201610418252A CN 106088161 A CN106088161 A CN 106088161A
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- Prior art keywords
- concrete
- reversed beam
- template
- settlement
- pouring
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of soil that backfills and settle the structure watering band, including reinforced concrete structure-steel framing, the top middle portion of described reinforced concrete structure-steel framing is provided with pouring after settlement and concrete reversed beam, described concrete reversed beam is separately positioned on the both sides, top of pouring after settlement, the top of described pouring after settlement is provided with template and covers, described concrete reversed beam top is provided with retaining wall, and the outside of described retaining wall is provided with waterproof mortar；Being provided with inner support frame in the middle part of described reinforced concrete structure-steel framing, described reinforced concrete structure-steel framing top is placed with planting soil；Construction method of the present invention is easy, without complicated technology, also saves the duration, improves concrete protective effect simultaneously.
Description
Technical field
The present invention relates to one backfill soil sedimentation and water band, a kind of soil that backfills settles the structure watering band, belongs to building
Technical field.
Background technology
At present in construction industry, along with economic develops rapidly, automobile pollution sharply increases, the least
District can arrange underground parking garage, and owing to the scale of construction is excessive, it has to section construction, pouring after settlement more and more uses.Build
Build in industry, relatively more popular way be exactly water belt construction after settling after carry out again backfilling soil operation, long-term due to engineering
Property, by long-term exposure in atmosphere, after expanding with heat and contract with cold, concrete easily produces crack, and the greening operation in later stage to concrete
Delay to carry out, have a strong impact on construction period and construction quality.So pouring after settlement structure skill when strengthening backfilling soil in advance
Art research and application, the method is the most significant in technology and benefit.
Summary of the invention
The present invention provides a kind of soil that backfills to settle the structure watering band, and construction method is easy, without complicated technology, also saves work
Phase, improve concrete protective effect simultaneously.
In order to solve above-mentioned technical problem, the invention provides following technical scheme:
A kind of soil that backfills of the present invention settles the structure watering band, and including reinforced concrete structure-steel framing, described reinforced concrete is tied
The top middle portion of framework is provided with pouring after settlement and concrete reversed beam, and described concrete reversed beam is separately positioned on pouring after settlement
Both sides, top, the top of described pouring after settlement is provided with template and covers, and described concrete reversed beam top is provided with retaining wall, described gear
The outside of cob wall is provided with waterproof mortar；Being provided with inner support frame in the middle part of described reinforced concrete structure-steel framing, described reinforced concrete is tied
Framework top is placed with planting soil.
As a preferred technical solution of the present invention, during structure is the most above-mentioned,
Step one, material；
Prepare construction concrete, template, waterproof mortar, solid concrete brick, methyl silicon resin, aqueous release agent；
Step 2, model sheetinstallat；
1) material and main facility:
A, matched template: flat-die, angle mould, through-wall bolt and sleeve pipe；
B, interleaving agent: methyl silicon resin, aqueous release agent；
C typically should be respectively arranged with hammer, axe, perforating electric drill, monkey wrench, handsaw, horizon rule, line pendant, crowbar, lifting rope
Tool；
2) operating condition:
A, carry out stencil design according to invention description, it is ensured that intensity, rigidity and stability；
B, determine the centrage of reversed beam, elevation line；
Template plate face should be cleaned out before c, installation form, brush interleaving agent, not in template in place after brush isolation
Agent, prevents from polluting reinforcing bar and concrete surface, and brushing uniformly, must not leak brush；
Step 3, concreting；
Use layout design concrete grade, use special messenger's nurse during concreting, it is impossible to leakage being shaken, being shaken less, in order to avoid going out
Existing cavity affects waterproof effect, and concrete discharging point answers dispersed placement, continuous placing, is less than 2 hours interval time；Lower floor shakes
Concrete is reinjected until concreting completes after puddling is real；Curing concrete on request；
Step 4, reversed beam are built solid brick by laying bricks or stones and make waterproof mortar；
After concrete reversed beam reaches requirement of strength, building solid brick on reversed beam by laying bricks or stones, mortar joint should be full, forbids occurring leading to
Seam, baste；After having built by laying bricks or stones paint 2CM waterproof mortar levelling.
The present invention is reached to provide the benefit that:
Construction method of the present invention is easy, without complicated technology, also saves the duration, improves concrete protective effect simultaneously.
Accompanying drawing explanation
Accompanying drawing is for providing a further understanding of the present invention, and constitutes a part for description, with the reality of the present invention
Execute example together for explaining the present invention, be not intended that limitation of the present invention.In the accompanying drawings:
Fig. 1 is that a kind of structure backfilling the structure that band is watered in soil sedimentation of the present invention is intended to；
Fig. 2 is enlarged diagram at a kind of A backfilling the structure that band is watered in soil sedimentation of the present invention；
In figure: 1, concrete reversed beam；2, retaining wall；3, waterproof mortar；4, planting soil；5, pouring after settlement；6, reinforcing bar mixes
Xtah Crude Clay structure frame；7, inner support frame；8, template covers.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are illustrated, it will be appreciated that preferred reality described herein
Execute example be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment: as shown in Figure 1-2, a kind of soil that backfills of the present invention settles the structure watering band, including reinforced concrete structure
Frame 6, it is characterised in that the top middle portion of described reinforced concrete structure-steel framing 6 is provided with pouring after settlement 5 and concrete reversed beam 1, institute
Stating concrete reversed beam 1 and be separately positioned on the both sides, top of pouring after settlement 5, the top of described pouring after settlement 5 is provided with template and covers
Lid 8, described concrete reversed beam 1 top is provided with retaining wall, and the outside of described retaining wall is provided with waterproof mortar；Described reinforced concrete
Being provided with inner support frame 7 in the middle part of structure-steel framing 6, described reinforced concrete structure-steel framing 6 top is placed with planting soil.
A kind of soil that backfills settles the constructing technology watering band, during structure is the most above-mentioned,
Step one, material；
Prepare construction concrete, template, waterproof mortar 3, solid concrete brick, methyl silicon resin, aqueous release agent；
Step 2, model sheetinstallat；
1) material and main facility:
A, matched template: flat-die, angle mould, through-wall bolt and sleeve pipe；
B, interleaving agent: methyl silicon resin, aqueous release agent；
C typically should be respectively arranged with hammer, axe, perforating electric drill, monkey wrench, handsaw, horizon rule, line pendant, crowbar, lifting rope
Tool；
2) operating condition:
A, carry out stencil design according to invention description, it is ensured that intensity, rigidity and stability；
B, determine the centrage of reversed beam, elevation line；
Template plate face should be cleaned out before c, installation form, brush interleaving agent, not in template in place after brush isolation
Agent, prevents from polluting reinforcing bar and concrete surface, and brushing uniformly, must not leak brush；
Step 3, concreting；
Use layout design concrete grade, use special messenger's nurse during concreting, it is impossible to leakage being shaken, being shaken less, in order to avoid going out
Existing cavity affects waterproof effect, and concrete discharging point answers dispersed placement, continuous placing, is less than 2 hours interval time；Lower floor shakes
Concrete is reinjected until concreting completes after puddling is real；Curing concrete on request；
Step 4, reversed beam are built solid brick by laying bricks or stones and make waterproof mortar；
After concrete reversed beam reaches requirement of strength, building solid brick on reversed beam by laying bricks or stones, mortar joint should be full, forbids occurring leading to
Seam, baste；After having built by laying bricks or stones paint 2CM waterproof mortar levelling.
Construction method of the present invention is easy, without complicated technology, also saves the duration, improves concrete protective effect simultaneously.
Finally it is noted that the foregoing is only the preferred embodiments of the present invention, it is not limited to the present invention,
Although being described in detail the present invention with reference to previous embodiment, for a person skilled in the art, it still may be used
So that the technical scheme described in foregoing embodiments to be modified, or wherein portion of techniques feature is carried out equivalent.
All within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included in the present invention's
Within protection domain.
Claims (2)
1. backfill soil sedimentation and water a structure for band, including reinforced concrete structure-steel framing (6), it is characterised in that described reinforcing bar mixes
The top middle portion of clay structure frame (6) is provided with pouring after settlement (5) and concrete reversed beam (1), and described concrete reversed beam (1) is respectively
Being arranged on the both sides, top of pouring after settlement (5), the top of described pouring after settlement (5) is provided with template and covers (8), described coagulation
Soil reversed beam (1) top is provided with retaining wall, and the outside of described retaining wall is provided with waterproof mortar；Described reinforced concrete structure-steel framing (6)
Middle part is provided with inner support frame (7), and described reinforced concrete structure-steel framing (6) top is placed with planting soil.
2. one kind backfills the native constructing technology settling and watering band, it is characterised in that in structure such as claim 1,
Step one, material；
Prepare construction concrete, template, waterproof mortar (3), solid concrete brick, methyl silicon resin, aqueous release agent；
Step 2, model sheetinstallat；
1) material and main facility:
A, matched template: flat-die, angle mould, through-wall bolt and sleeve pipe；
B, interleaving agent: methyl silicon resin, aqueous release agent；
C typically should be respectively arranged with hammer, axe, perforating electric drill, monkey wrench, handsaw, horizon rule, line pendant, crowbar, hoisting rig；
2) operating condition:
A, carry out stencil design according to invention description, it is ensured that intensity, rigidity and stability；
B, determine the centrage of reversed beam, elevation line；
Template plate face should be cleaned out before c, installation form, brush interleaving agent, not in template rear brush interleaving agent in place, anti-
Only polluting reinforcing bar and concrete surface, brushing uniformly, must not leak brush；
Step 3, concreting；
Use layout design concrete grade, use special messenger's nurse during concreting, it is impossible to leakage is shaken, shaken less, in order to avoid sky occurs
Hole affects waterproof effect, and concrete discharging point answers dispersed placement, continuous placing, is less than 2 hours interval time；Lower floor vibrates close
Concrete is reinjected until concreting completes after reality；Curing concrete on request；
Step 4, reversed beam are built solid brick by laying bricks or stones and make waterproof mortar；
After concrete reversed beam reaches requirement of strength, building solid brick on reversed beam by laying bricks or stones, mortar joint should be full, forbids straight joint, vacation occur
Seam；After having built by laying bricks or stones paint 2CM waterproof mortar levelling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610418252.5A CN106088161A (en) | 2016-06-08 | 2016-06-08 | A kind of soil that backfills settles the structure watering band |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610418252.5A CN106088161A (en) | 2016-06-08 | 2016-06-08 | A kind of soil that backfills settles the structure watering band |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106088161A true CN106088161A (en) | 2016-11-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610418252.5A Pending CN106088161A (en) | 2016-06-08 | 2016-06-08 | A kind of soil that backfills settles the structure watering band |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506593A (en) * | 2022-10-12 | 2022-12-23 | 中国二十二冶集团有限公司 | Garage top wall column construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3038524A1 (en) * | 1980-10-11 | 1982-04-29 | Leschus, geb. Putsch, Hildegard, 5600 Wuppertal | Water bar or sealing strip for concrete joints - has integral grout tube for later injection of expanding grout to seal leaks |
| DE3634906A1 (en) * | 1986-10-14 | 1988-04-28 | Bilfinger Berger Bau | Precast concrete member and method of constructing a trench wall with the use of the precast concrete member |
| CN102747750A (en) * | 2012-07-17 | 2012-10-24 | 天津住宅集团建设工程总承包有限公司 | Construction method for post-pouring settlement belt protective measures of basement top plates |
| CN104790436A (en) * | 2015-04-16 | 2015-07-22 | 中国二十二冶集团有限公司 | High-rise building basement roof settlement post-pouring joint advanced water stop construction method |
| CN104805870A (en) * | 2015-04-16 | 2015-07-29 | 中国二十二冶集团有限公司 | Construction method for first soil filling and then casting at settlement post-cast strip of top plate of basement |
| CN205152991U (en) * | 2015-11-20 | 2016-04-13 | 中建四局第一建筑工程有限公司 | Late poured band structure |
-
2016
- 2016-06-08 CN CN201610418252.5A patent/CN106088161A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3038524A1 (en) * | 1980-10-11 | 1982-04-29 | Leschus, geb. Putsch, Hildegard, 5600 Wuppertal | Water bar or sealing strip for concrete joints - has integral grout tube for later injection of expanding grout to seal leaks |
| DE3634906A1 (en) * | 1986-10-14 | 1988-04-28 | Bilfinger Berger Bau | Precast concrete member and method of constructing a trench wall with the use of the precast concrete member |
| CN102747750A (en) * | 2012-07-17 | 2012-10-24 | 天津住宅集团建设工程总承包有限公司 | Construction method for post-pouring settlement belt protective measures of basement top plates |
| CN104790436A (en) * | 2015-04-16 | 2015-07-22 | 中国二十二冶集团有限公司 | High-rise building basement roof settlement post-pouring joint advanced water stop construction method |
| CN104805870A (en) * | 2015-04-16 | 2015-07-29 | 中国二十二冶集团有限公司 | Construction method for first soil filling and then casting at settlement post-cast strip of top plate of basement |
| CN205152991U (en) * | 2015-11-20 | 2016-04-13 | 中建四局第一建筑工程有限公司 | Late poured band structure |
Non-Patent Citations (3)
| Title |
|---|
| 张业梁: "地下室沉降后浇带混凝土施工技术例析", 《建筑》 * |
| 肖幼锋: "浅谈后浇带的应用和施工质量控制", 《河南建材》 * |
| 路志旭: "浅谈工程施工中后浇带处理的工艺技术", 《建筑安全》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506593A (en) * | 2022-10-12 | 2022-12-23 | 中国二十二冶集团有限公司 | Garage top wall column construction method |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161109 |
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| RJ01 | Rejection of invention patent application after publication |