CN104727335A - Fast foundation constructing method - Google Patents
Fast foundation constructing method Download PDFInfo
- Publication number
- CN104727335A CN104727335A CN201510074747.6A CN201510074747A CN104727335A CN 104727335 A CN104727335 A CN 104727335A CN 201510074747 A CN201510074747 A CN 201510074747A CN 104727335 A CN104727335 A CN 104727335A
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- network structure
- concrete
- hollow out
- out network
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Revetment (AREA)
Abstract
The invention discloses a fast foundation constructing method. The fast foundation constructing method comprises the following steps of piling, netting, welding, pouring and drying. After waterproof concrete is dried, planks around the concrete are detached. In this way, a waterproof processing technology is added to the construction process of a foundation, the construction speed is high, the structure is firm, the condition that water prevention processing is conducted in subsequent decoration is avoided, and cost is reduced.
Description
Technical field
The present invention relates to foundation construction technical field, particularly relate to a kind of ground rapid constructing method.
Background technology
Along with the development of reinforced concrete building technology, present house major part by steel concrete as carrying wall or beam material.The structural strength of steel concrete is high, and quick construction, and moulding is convenient, has promoted the development of building trade energetically.
In order to improve firmness and the anti-seismic performance of ground, part house is provided with a large amount of stakes below ground, improve the firmness of ground to a certain extent, but stake does not have the effect of waterproof, and on moisture on ground and the below ground wall that can arrive house by the concrete of stake and ground and ground, make to build interior ground humidity, even mouldy, affect the application life of indoor environment and furniture.Therefore, after house building has been got well, all need first to carry out waterproofing work when general finishing, speed of application is slow, and waste material is with artificial.
Summary of the invention
The technical problem that the present invention mainly solves is to provide a kind of ground rapid constructing method, and carry out waterproofing work when ground is built, efficiency is high, avoids carrying out waterproof construction again during follow-up finishing, reduces costs.
For solving the problems of the technologies described above, the technical scheme that the present invention adopts is: provide a kind of ground rapid constructing method, comprise the following steps:
A, piling: from ground, beat several cement stake downwards, and guarantee that the top of cement stake is positioned at sustained height, the end of described cement stake is provided with from internally extending the rib come;
B, netting: utilize reinforcing bar to carry out crisscross be weldingly connected and form the reinforcing bar hollow out network structure of a cuboid;
C, welding: reinforcing bar hollow out network structure is lifted on cement stake top, and be weldingly connected between rib and reinforcing bar hollow out network structure, make reinforcing bar hollow out network structure be horizontally fixed on cement stake top;
D, cast: first carry out concrete cast, plank is gone up all around in reinforcing bar hollow out network structure, then fluid concrete, stop when concrete floods reinforcing bar hollow out network structure 4/5ths height, wait for the cast carrying out waterproof concrete after three hours again after vibrations evenly, finally make the overhead height of waterproof concrete exceed reinforcing bar hollow out network structure upper surface two centimetres;
E, drying: the drying waiting for waterproof concrete, then remove the plank of surrounding.
In a preferred embodiment of the present invention, the distance of described reinforcing bar hollow out network structure and surrounding plank is not less than two centimetres.
In a preferred embodiment of the present invention, described several cement stake rectangularity distribution.
In a preferred embodiment of the present invention, described waterproof concrete is mixed by concrete and waterproof agent and forms.
The invention has the beneficial effects as follows: a kind of ground rapid constructing method that the present invention points out, in the building course of ground, add water-proof treatment technology, quick construction, sound construction, and avoid carrying out waterproofing work again during follow-up finishing, decrease cost.
Detailed description of the invention
Be clearly and completely described to the technical scheme in the embodiment of the present invention below, obviously, described embodiment is only a part of embodiment of the present invention, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making other embodiments all obtained under creative work prerequisite, belong to the scope of protection of the invention.
The embodiment of the present invention comprises:
A kind of ground rapid constructing method, comprises the following steps:
A, piling: from ground, beat several cement stake downwards, and guarantee that the top of cement stake is positioned at sustained height, the end of described cement stake is provided with from internally extending the rib come, rib is generally arranged in cement stake, and the part rib extended out is conducive to and the welding of reinforcing bar hollow out network structure;
B, netting: utilize reinforcing bar to carry out crisscross be weldingly connected and form the reinforcing bar hollow out network structure of a cuboid, reinforcing bar hollow out network structure makes while piling, can construct immediately after piling terminates, reduce the man-hour waited for, increase work efficiency;
C, welding: reinforcing bar hollow out network structure is lifted on cement stake top, and be weldingly connected between rib and reinforcing bar hollow out network structure, make reinforcing bar hollow out network structure be horizontally fixed on cement stake top, improve the globality of structure;
D, cast: first carry out concrete cast, plank is gone up all around in reinforcing bar hollow out network structure, then fluid concrete, stop when concrete floods reinforcing bar hollow out network structure 4/5ths height, ensure that structural strength, wait for the cast carrying out waterproof concrete after three hours again after vibrations evenly, make foundation surface have the function of waterproof, finally guarantee that the overhead height of waterproof concrete exceeds reinforcing bar hollow out network structure upper surface two centimetres, stop cast;
E, drying: the drying waiting for waterproof concrete, then remove the plank of surrounding, obtain the ground of waterproof, seepage control function.
Further, the distance of described reinforcing bar hollow out network structure and surrounding plank is not less than two centimetres, and reinforcing bar hollow out network structure is immersed among concrete.
Further, described several cement stake rectangularity distribution, corresponding with reinforcing bar hollow out network structure, supportive is good.
Further, described waterproof concrete is mixed by concrete and waterproof agent and forms, the better function of waterproof and antiseep.
In sum, a kind of ground rapid constructing method that the present invention points out, obtains well-set waterproof ground, and speed of application is fast, and durability is good.
The foregoing is only embodiments of the invention; not thereby the scope of the claims of the present invention is limited; every utilize description of the present invention to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical field, be all in like manner included in scope of patent protection of the present invention.
Claims (4)
1. a ground rapid constructing method, is characterized in that, comprises the following steps:
A, piling: from ground, beat several cement stake downwards, and guarantee that the top of cement stake is positioned at sustained height, the end of described cement stake is provided with from internally extending the rib come;
B, netting: utilize reinforcing bar to carry out crisscross be weldingly connected and form the reinforcing bar hollow out network structure of a cuboid;
C, welding: reinforcing bar hollow out network structure is lifted on cement stake top, and be weldingly connected between rib and reinforcing bar hollow out network structure, make reinforcing bar hollow out network structure be horizontally fixed on cement stake top;
D, cast: first carry out concrete cast, plank is gone up all around in reinforcing bar hollow out network structure, then fluid concrete, stop when concrete floods reinforcing bar hollow out network structure 4/5ths height, wait for the cast carrying out waterproof concrete after three hours again after vibrations evenly, finally make the overhead height of waterproof concrete exceed reinforcing bar hollow out network structure upper surface two centimetres;
E, drying: the drying waiting for waterproof concrete, then remove the plank of surrounding.
2. ground rapid constructing method according to claim 1, is characterized in that, the distance of described reinforcing bar hollow out network structure and surrounding plank is not less than two centimetres.
3. ground rapid constructing method according to claim 1, is characterized in that, described several cement stake rectangularity distribution.
4. ground rapid constructing method according to claim 1, is characterized in that, described waterproof concrete is mixed by concrete and waterproof agent and forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510074747.6A CN104727335B (en) | 2015-02-13 | 2015-02-13 | A kind of ground rapid constructing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510074747.6A CN104727335B (en) | 2015-02-13 | 2015-02-13 | A kind of ground rapid constructing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104727335A true CN104727335A (en) | 2015-06-24 |
| CN104727335B CN104727335B (en) | 2016-08-10 |
Family
ID=53451697
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510074747.6A Expired - Fee Related CN104727335B (en) | 2015-02-13 | 2015-02-13 | A kind of ground rapid constructing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104727335B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804108A (en) * | 2016-03-21 | 2016-07-27 | 中国十七冶集团有限公司 | Building foundation and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6439421A (en) * | 1987-08-04 | 1989-02-09 | Kajima Corp | Anti-earthquake and water proof construction of underground structure |
| CN102653946A (en) * | 2012-05-21 | 2012-09-05 | 中国十七冶集团有限公司 | Waterproof construction method for setting rubber waterstop at bottom of reinforced concrete raft foundation |
| CN202718147U (en) * | 2012-07-19 | 2013-02-06 | 朱奎 | Waterproof structure of pile head |
| CN202718146U (en) * | 2012-07-19 | 2013-02-06 | 朱奎 | Water-proof structure of precast pile |
| CN203320578U (en) * | 2013-06-30 | 2013-12-04 | 陕西建工集团总公司 | Waterproof treatment structure of reinforced concrete cast-in-place pile head |
| CN104153400A (en) * | 2014-08-22 | 2014-11-19 | 中国建筑第二工程局有限公司 | Soft soil foundation cast-in-place pile head waterproof and construction method thereof |
-
2015
- 2015-02-13 CN CN201510074747.6A patent/CN104727335B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6439421A (en) * | 1987-08-04 | 1989-02-09 | Kajima Corp | Anti-earthquake and water proof construction of underground structure |
| CN102653946A (en) * | 2012-05-21 | 2012-09-05 | 中国十七冶集团有限公司 | Waterproof construction method for setting rubber waterstop at bottom of reinforced concrete raft foundation |
| CN202718147U (en) * | 2012-07-19 | 2013-02-06 | 朱奎 | Waterproof structure of pile head |
| CN202718146U (en) * | 2012-07-19 | 2013-02-06 | 朱奎 | Water-proof structure of precast pile |
| CN203320578U (en) * | 2013-06-30 | 2013-12-04 | 陕西建工集团总公司 | Waterproof treatment structure of reinforced concrete cast-in-place pile head |
| CN104153400A (en) * | 2014-08-22 | 2014-11-19 | 中国建筑第二工程局有限公司 | Soft soil foundation cast-in-place pile head waterproof and construction method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804108A (en) * | 2016-03-21 | 2016-07-27 | 中国十七冶集团有限公司 | Building foundation and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104727335B (en) | 2016-08-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101041980B (en) | Lightweight plaster wall and integral pouring procedure thereof | |
| CN202689252U (en) | Reinforced rammed earth wall applicable to rural house | |
| CN103981896A (en) | Seamless connecting construction method for basement outer wall and fender piles | |
| CN201896461U (en) | Reconstruction structure of old and used building | |
| CN102806592B (en) | Manufacturing method for demolition-free textile fiber web reinforced concrete formwork | |
| CN101498136A (en) | After-pouring strips structure with high underground water level | |
| CN206468008U (en) | Outer wall of basement one side formwork support system | |
| CN202265797U (en) | Concrete retaining wall of waterfront revetment | |
| CN202265926U (en) | Archy floorslab built by building blocks | |
| CN208685642U (en) | A kind of bracing means of bridge pile foundation | |
| CN105084823A (en) | High-strength reinforced concrete pipe culvert and preparation method thereof | |
| CN104727335A (en) | Fast foundation constructing method | |
| CN103866866B (en) | Super High Core Walls Structure and housing water node after setting a roof beam in place | |
| CN204081186U (en) | A kind of space truss structure is used for the steel structure modularization tier of local-style dwelling houses | |
| CN206769023U (en) | A kind of outer wall of basement waterproof construction | |
| CN103132416A (en) | Method of bamboo wood handling mollisol filling highway subgrade | |
| CN206503069U (en) | trestle drainage system | |
| CN101984203A (en) | Technique for refurbishment and reconstruction of old buildings in old quarters | |
| CN109057101A (en) | The method of construction and exterior wall of support construction and exterior wall | |
| CN207032222U (en) | A kind of prefabricated pile of assembled pile foundation support table revetment | |
| CN204645354U (en) | Hollow building cover light solid obturator | |
| CN206090817U (en) | Steel construction assemblyization house | |
| CN203755455U (en) | Super high-rise core tube and outer frame beam post-cast joint | |
| CN211621672U (en) | Retaining wall for hydraulic engineering | |
| CN203924074U (en) | A kind of side form system that adopts cement fibrolite plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160810 Termination date: 20190213 |