CN106401067A - Pre-buried anti-shearing force reinforcing structure for construction - Google Patents
Pre-buried anti-shearing force reinforcing structure for construction Download PDFInfo
- Publication number
- CN106401067A CN106401067A CN201610423382.8A CN201610423382A CN106401067A CN 106401067 A CN106401067 A CN 106401067A CN 201610423382 A CN201610423382 A CN 201610423382A CN 106401067 A CN106401067 A CN 106401067A
- Authority
- CN
- China
- Prior art keywords
- reinforcement cage
- steel reinforcement
- construction
- shearing force
- concrete
- 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
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a pre-buried anti-shearing force reinforcing structure for construction. The pre-buried anti-shearing force reinforcing structure comprises a countersink structure arranged on a construction surface and an inner steel reinforcement cage arranged in the countersink structure, wherein a middle steel reinforcement cage sleeves the outer side of the inner steel reinforcement cage; an outer steel reinforcement cage sleeves the outer side of the middle steel reinforcement cage; the inner, middle and outer steel reinforcement cages are of a same height; the inner and outer sides of the middle steel reinforcement cage are both fixedly connected with an isolation screen; space between the middle steel reinforcement cage and the inner steel reinforcement cage is filled with a concrete middle-loop layer; and space between the middle steel reinforcement cage and the outer steel reinforcement cage is filled with a concrete outer-loop layer. Via the three-layer steel reinforcement cage structure, the strength of the integral reinforcing structure is improved; due to the steel reinforcement cage structure, the reinforcing structure has improved anti-shearing force capacity and is not prone to damage under action of radial force; and as a diaphragm structure is employed, the circulation of excess gas or liquid at the inner side of a concrete column is realized, and local damage is prevented.
Description
Technical field
The present invention relates to a kind of pre-buried anti-shearing force ruggedized construction of construction.
Background technology
The support cylinder structure that the places such as underground parking use, it usually needs have higher resistance to intensity, can bear larger pressure and shearing force it is not easy to damage.Existing column structure, generally pours into a mould the mode of concrete only with steel reinforcement cage, and structure is simple, when by situations such as external force collisions, is easily damaged, service life is limited.
Content of the invention
It is an object of the invention to provide a kind of pre-buried anti-shearing force ruggedized construction of construction and reinforcement means, the problem of prior art presence can be improved, by using inside and outside compound steel muscle basket structure, integrally-built intensity can be effectively improved, adopt reinforcement cage structure simultaneously, its anti-shearing force effect can be improved, make it when being acted on by radial load it is not easy to damage, and adopt membrane configuration, make to be capable of inside concrete column making excessive gas or liquid circulation, it is to avoid local damage.
The present invention is achieved through the following technical solutions：
A kind of pre-buried anti-shearing force ruggedized construction of construction，Including the counter bore structure being arranged in construction surface and be arranged on the internal layer steel reinforcement cage in described counter bore structure，In described internal layer steel reinforcement cage outer sheath equipped with middle steel reinforcement cage，In described middle steel reinforcement cage outer cover equipped with outer reinforcement cage，Described internal layer steel reinforcement cage and described middle steel reinforcement cage、Outer reinforcement cage is contour，It has been fixedly connected with Isolation net cover inside and outside described middle steel reinforcement cage，It is filled with ring layer in the middle of concrete between described middle steel reinforcement cage and described internal layer steel reinforcement cage，It is filled with concrete outer layer ring layer between described middle steel reinforcement cage and described outer reinforcement cage，Cement content in ring layer in the middle of described concrete is more than the cement content of described concrete outer layer ring layer，It is provided with concrete column inside described internal layer steel reinforcement cage，Cement content in ring layer in the middle of described concrete is less than the cement content of described concrete column，It is provided with crossbeam above described counter bore structure，Described crossbeam is connected with each other with described concrete column，Groove annular in shape is provided with the lower surface of described crossbeam，Described outer reinforcement cage upper end is located in described groove，The relatively described groove in described internal layer steel reinforcement cage upper end is hanging，At least 2 through holes are provided with described concrete column，It is provided with stainless steel tube in described through hole，Described stainless steel tube two ends extend through described concrete outer layer ring layer，It is provided with breather pipe structure in the middle part of described stainless steel tube，It is respectively arranged with barrier film at described breather pipe structure two ends，Described barrier film is elastic construction，Described barrier film can be turned on and off under gas or fluid pressure effect，Barrier film described in 2 is to the described central raised structure of breather pipe structure.
The present invention compared with prior art, has the advantages that：
The present invention passes through to arrange compound steel muscle basket structure, higher intensity can be made it have, can make overall structure bury be put into ground lower counterbore in when, during by External shearing forces or axial compressive force, all do not allow fragile, its service life can effectively be extended, when there is gas or liquid flow in underground construction face, can be by the barrier film flowing being arranged in concrete column body, concrete column one side is avoided to be affected and affect its life-span, simultaneously, present invention employs stainless steel tube structure as supporting construction, avoid the breather pipe being used for installing barrier film in casting process impaired, simultaneously, when being acted on by external force, its compressive property can be improved.
Brief description
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, the accompanying drawing of use required in embodiment will be briefly described below, it should be understood that, the following drawings illustrate only certain embodiments of the present invention, therefore it is not construed as the restriction to scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also obtain other related accompanying drawings according to these accompanying drawings.
Fig. 1 is overall structure diagram of the present invention.
Wherein：101. counter bore structures, 102. internal layer steel reinforcement cages, 103. concrete columns, 104. crossbeams, 105. grooves, 106. through holes, 107. stainless steel tubes, 108. breather pipe structures, 109. barrier films, 110. support rings, 111. cross bars, 112. middle steel reinforcement cages, 113. outer reinforcement cages, 114. Isolation net covers, ring layer in the middle of 115. concrete, 116. concrete outer layer ring layers.
Specific embodiment
With reference to specific embodiment, the present invention is described in further detail, but embodiments of the present invention not limited to this.
Embodiment 1：
As shown in Figure 1，A kind of pre-buried anti-shearing force ruggedized construction of construction，Including the counter bore structure 101 being arranged in construction surface and be arranged on the internal layer steel reinforcement cage 102 in described counter bore structure 101，In described internal layer steel reinforcement cage 102 outer sheath equipped with middle steel reinforcement cage 112，In described middle steel reinforcement cage 112 outer cover equipped with outer reinforcement cage 113，Described internal layer steel reinforcement cage 102 and described middle steel reinforcement cage 112、Outer reinforcement cage 113 is contour，It has been fixedly connected with Isolation net cover 114 inside and outside described middle steel reinforcement cage 112，It is filled with ring layer 115 in the middle of concrete between described middle steel reinforcement cage 112 and described internal layer steel reinforcement cage 102，It is filled with concrete outer layer ring layer 116 between described middle steel reinforcement cage 112 and described outer reinforcement cage 113，Cement content in ring layer 115 in the middle of described concrete is more than the cement content of described concrete outer layer ring layer 116，It is provided with concrete column 103 inside described internal layer steel reinforcement cage 102，Cement content in ring layer 115 in the middle of described concrete is less than the cement content of described concrete column 103，It is provided with crossbeam 104 above described counter bore structure 101，Described crossbeam 104 is connected with each other with described concrete column 103，Groove 105 annular in shape is provided with the lower surface of described crossbeam 104，Described outer reinforcement cage 113 upper end is located in described groove 105，The relatively described groove 105 in described internal layer steel reinforcement cage 102 upper end is hanging，At least 2 through holes 106 are provided with described concrete column 103，It is provided with stainless steel tube 107 in described through hole 106，Described stainless steel tube 107 two ends extend through described concrete outer layer ring layer 116，It is provided with breather pipe structure 108 in the middle part of described stainless steel tube 107，It is respectively arranged with barrier film 109 at described breather pipe structure 108 two ends，Described barrier film 109 is elastic construction，Described barrier film 109 can be turned on and off under gas or fluid pressure effect，Barrier film 109 described in 2 is to the described central raised structure of breather pipe structure 108.
The present invention passes through to arrange compound steel muscle basket structure, higher intensity can be made it have, can make overall structure bury be put into ground lower counterbore in when, during by External shearing forces or axial compressive force, all do not allow fragile, its service life can effectively be extended, when there is gas or liquid flow in underground construction face, can be by the barrier film flowing being arranged in concrete column body, concrete column one side is avoided to be affected and affect its life-span, simultaneously, present invention employs stainless steel tube structure as supporting construction, avoid the breather pipe being used for installing barrier film in casting process impaired, simultaneously, when being acted on by external force, its compressive property can be improved.
For technical staff, the present invention can have various modifications and variations.All any modification, equivalent substitution and improvement within the spirit and principles in the present invention, made etc., should be included within the scope of the present invention.
Claims (9)
1. a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：Including the counter bore structure being arranged in construction surface（101）And it is arranged on described counter bore structure（101）Interior internal layer steel reinforcement cage（102）, in described internal layer steel reinforcement cage（102）Outer sheath is equipped with middle steel reinforcement cage（112）.
2. as claimed in claim 1 a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：In described middle steel reinforcement cage（112）Outer cover is equipped with outer reinforcement cage（113）, described internal layer steel reinforcement cage（102）With described middle steel reinforcement cage（112）, outer reinforcement cage（113）Contour.
3. as claimed in claim 1 a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：In described middle steel reinforcement cage（112）Inside and outside be fixedly connected with Isolation net cover（114）, in described middle steel reinforcement cage（112）With described internal layer steel reinforcement cage（102）Between be filled with ring layer in the middle of concrete（115）, in described middle steel reinforcement cage（112）With described outer reinforcement cage（113）Between be filled with concrete outer layer ring layer（116）.
4. as claimed in claim 1 a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：Ring layer in the middle of described concrete（115）In cement content be more than described concrete outer layer ring layer（116）Cement content.
5. as claimed in claim 1 a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：In described internal layer steel reinforcement cage（102）Inner side is provided with concrete column（103）, ring layer in the middle of described concrete（115）In cement content be less than described concrete column（103）Cement content, in described counter bore structure（101）Top is provided with crossbeam（104）.
6. as claimed in claim 1 a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：Described crossbeam（104）With described concrete column（103）It is connected with each other, in described crossbeam（104）Lower surface on be provided with groove annular in shape（105）, described outer reinforcement cage（113）Upper end is located at described groove（105）Interior.
7. as claimed in claim 1 a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：Described internal layer steel reinforcement cage（102）The relatively described groove in upper end（105）Vacantly, in described concrete column（103）On be provided with least 2 through holes（106）, in described through hole（106）Inside it is provided with stainless steel tube（107）, described stainless steel tube（107）Two ends extend through described concrete outer layer ring layer（116）, in described stainless steel tube（107）Middle part is provided with breather pipe structure（108）.
8. as claimed in claim 1 a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：In described breather pipe structure（108）Two ends are respectively arranged with barrier film（109）.
9. as claimed in claim 1 a kind of pre-buried anti-shearing force ruggedized construction of construction it is characterised in that：Described barrier film（109）For elastic construction, described barrier film（109）Can be turned on and off under gas or fluid pressure effect, the barrier film described in 2（109）To described breather pipe structure（108）Central raised structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610423382.8A CN106401067B (en) | 2016-06-16 | 2016-06-16 | A kind of pre-buried anti-shearing force ruggedized construction of construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610423382.8A CN106401067B (en) | 2016-06-16 | 2016-06-16 | A kind of pre-buried anti-shearing force ruggedized construction of construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106401067A true CN106401067A (en) | 2017-02-15 |
| CN106401067B CN106401067B (en) | 2019-06-07 |
Family
ID=58006576
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610423382.8A Active CN106401067B (en) | 2016-06-16 | 2016-06-16 | A kind of pre-buried anti-shearing force ruggedized construction of construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106401067B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06167074A (en) * | 1992-11-27 | 1994-06-14 | Hitachi Metals Ltd | Steel framed reinforced concrete column base and steel column base |
| WO2005026466A1 (en) * | 2003-09-05 | 2005-03-24 | The Ohio State University | Prefabricated cage system for reinforcing concrete members |
| US20080184667A1 (en) * | 2004-05-17 | 2008-08-07 | Hindi Riyadh A | Concrete Reinforcement Apparatus and Method |
| CN101408060A (en) * | 2007-10-12 | 2009-04-15 | 同济大学 | Novel high-strength concrete column structure |
| CN201883701U (en) * | 2010-09-13 | 2011-06-29 | 武汉大学 | Coated concrete-filled steel tubular concrete column reinforcement structure |
| CN104631706A (en) * | 2015-02-16 | 2015-05-20 | 吴方伯 | Form-removal-free concrete column and constructing method thereof |
| CN105201144A (en) * | 2015-10-19 | 2015-12-30 | 广西大学 | Tree ring type high-strength concrete filled square steel tube column equipped with multiple spiral stirrups |
| CN106168025A (en) * | 2016-06-15 | 2016-11-30 | 苏州杰姆斯特机械有限公司 | A kind of construction ground anti-aging ruggedized construction |
-
2016
- 2016-06-16 CN CN201610423382.8A patent/CN106401067B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06167074A (en) * | 1992-11-27 | 1994-06-14 | Hitachi Metals Ltd | Steel framed reinforced concrete column base and steel column base |
| WO2005026466A1 (en) * | 2003-09-05 | 2005-03-24 | The Ohio State University | Prefabricated cage system for reinforcing concrete members |
| US20080184667A1 (en) * | 2004-05-17 | 2008-08-07 | Hindi Riyadh A | Concrete Reinforcement Apparatus and Method |
| CN101408060A (en) * | 2007-10-12 | 2009-04-15 | 同济大学 | Novel high-strength concrete column structure |
| CN201883701U (en) * | 2010-09-13 | 2011-06-29 | 武汉大学 | Coated concrete-filled steel tubular concrete column reinforcement structure |
| CN104631706A (en) * | 2015-02-16 | 2015-05-20 | 吴方伯 | Form-removal-free concrete column and constructing method thereof |
| CN105201144A (en) * | 2015-10-19 | 2015-12-30 | 广西大学 | Tree ring type high-strength concrete filled square steel tube column equipped with multiple spiral stirrups |
| CN106168025A (en) * | 2016-06-15 | 2016-11-30 | 苏州杰姆斯特机械有限公司 | A kind of construction ground anti-aging ruggedized construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106401067B (en) | 2019-06-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101476348B (en) | Steel pipe concrete segment type coat node and its construction method | |
| CN108360370B (en) | A kind of prefabricated steel tube confinement reinforced concrete bridge pier and cushion cap connecting node | |
| CN102720206A (en) | Novel connecting structure of prestressed concrete pile and cushion cap | |
| CN110230370B (en) | Connecting structure, steel pipe concrete composite column and construction method | |
| CN103422568B (en) | Overhanging wall cap building structure system for shear wall barrel of high-rise building | |
| CN106401067A (en) | Pre-buried anti-shearing force reinforcing structure for construction | |
| CN204112595U (en) | A kind of i iron external wrapping concrete component strengthened based on CFRP cloth | |
| CN108086135B (en) | Assembled steel pipe constraint reinforced concrete bent bridge pier | |
| CN205399400U (en) | Underground continuous wall's steel reinforcement cage unit and system | |
| CN105970899A (en) | Foundation reinforcement method for building construction | |
| CN105735247A (en) | Reinforcement cage unit, system and construction method and construction method for underground diaphragm wall | |
| CN205046582U (en) | PE skinning foaming rotational moulding inspection shaft | |
| CN105672352B (en) | A kind of underground space construction pre-add fixing structure and pre-add solid method | |
| CN105908750A (en) | Sway rod profile steel supporting system for foundation pit | |
| CN208151871U (en) | A kind of bush type filling sand cored steel tubing string | |
| CN204510293U (en) | A kind of large diameter pile self-reaction force checkout gear being convenient to pouring concrete | |
| CN205348224U (en) | Underground space construction pre -reinforcing structure | |
| CN206438678U (en) | A kind of Reinforced Concrete Double repeats gynostemium | |
| CN104234323A (en) | CFRP-cloth-based (carbon fiber reinforced plastics-cloth-based) concrete wrapped reinforced I-steel member | |
| CN206203129U (en) | Oil storage tank | |
| CN106223309A (en) | A kind of construction anticorrosion foundation reinforcement method | |
| CN106168025B (en) | A kind of construction ground anti-aging ruggedized construction | |
| CN220267262U (en) | Device convenient to stand alone maintenance | |
| CN215519240U (en) | Nested formula steel column-concrete column connection structure | |
| CN217923436U (en) | Square-round transition steel lining outer drainage system capable of automatically relieving pressure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191120 Address after: Huang Jing Zhen Wang Xiu Cun, Taicang City, Suzhou City, Jiangsu Province Patentee after: Taicang China Textile Co., Ltd. Address before: Xiangcheng District Taiping Street Suzhou city of Jiangsu Province Jin Cheng Road 215131 No. 86 Patentee before: Suzhou Zemst Machinery Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201218 Address after: 215416 No.11, Fengnan Road, Shuangfeng town, Taicang City, Suzhou City, Jiangsu Province Patentee after: SHUHENG (SUZHOU) NEW MATERIAL TECHNOLOGY Co.,Ltd. Address before: Huang Jing Zhen Wang Xiu Cun, Taicang City, Suzhou City, Jiangsu Province Patentee before: TAICANG ZIYI TEXTILE Co.,Ltd. |