CN202658597U - Flexible reinforcement type hollow square pile - Google Patents
Flexible reinforcement type hollow square pile Download PDFInfo
- Publication number
- CN202658597U CN202658597U CN 201220088017 CN201220088017U CN202658597U CN 202658597 U CN202658597 U CN 202658597U CN 201220088017 CN201220088017 CN 201220088017 CN 201220088017 U CN201220088017 U CN 201220088017U CN 202658597 U CN202658597 U CN 202658597U
- Authority
- CN
- China
- Prior art keywords
- reinforcement
- main muscle
- square pile
- hollow square
- rounding
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a flexible reinforcement type hollow square pile. The square pile comprises a reinforcement cage, concrete and an end plate, wherein the reinforcement cage comprises a first main reinforcement, a second main reinforcement and a reinforcement stirrup; the reinforcement stirrup of the reinforcement cage is square or the square with a first round (R1) or a second round (R2) is continuously welded on the first main reinforcement and the second main reinforcement; the cross section of the second main reinforcement is less than that of the first main reinforcement; the hollow square pile body is square; and the first round (R1) and the second round (R2) are respectively from in the square corners. The utility model provides a flexible reinforcement type hollow square pile, namely the main reinforcement is regulated to meet the requirement on the reinforcement rate in the hollow square pile, the reinforcement is combined by using the main reinforcement with large and small cross sections, the overall cross section area of the main reinforcement is ensured, and the requirement on the reinforcement rate is met. By adopting the reinforcement form, the requirement on the reinforcement rate is met, flexible reinforcement is realized, and the extensibility of the hollow square pile is improved to a certain extent.
Description
Technical field
The utility model relates to a kind of square pile, particularly relates to a kind of change of foundation pile cage of reinforcement form, mainly is the arrangement of reinforcement mobile type hollow square pile of various cross-sectional areas master muscle combination configuration in the cage of reinforcement.
Background technology
Along with the raising of modern architecture significance level and the variation of form of structure, construction work improves constantly the ground processing requirements, all kinds of structure foundations were processed used concrete tubular pile, concrete prefabricated square pile as the support between bearing stratum and the superstructure and power transmission rod member in the past, this rod member mostly is pre-stressed structural member, and hollow square pile is a kind of prestressed pile.Be not less than 0.5% with regulation prestressed pile reinforcement ratio among new edition " Code for design of building " GB50007 that implements in August, 2012, part hollow square pile reinforcement ratio is lower than 0.45% at present, require to adjust arrangement of reinforcement according to this kind, adopt single main muscle that cage of reinforcement is set or the reinforcement ratio deficiency can occur, super arrangement of reinforcement phenomenon can occur, the hollow square pile of especially square symmetrical cloth muscle is when it improves reinforcement ratio, at least increase by 4 main muscle, will cause unnecessary waste.In order to meet the requirement of standard for foundation reinforcement ratio, consider the prestressing force master muscle in the cage of reinforcement is arranged to the organic assembling of various cross-sectional areas, satisfy design and instructions for use.
The utility model content
For the problems referred to above, main purpose of the present utility model is to provide a kind of change of foundation pile cage of reinforcement form, mainly is the arrangement of reinforcement mobile type hollow square pile of various cross-sectional areas master muscle combination configuration in the cage of reinforcement.
The utility model solves above-mentioned technical problem by following technical proposals: a kind of arrangement of reinforcement mobile type hollow square pile, described square pile comprises reinforcing cage, concrete, end plate, described reinforcing cage comprises the first main muscle, the second main muscle and stirrup, the square continuous welding that the stirrup of reinforcing cage is square or has the first rounding or the second rounding is on the described first main muscle and the second main muscle, wherein the cross section of the second main muscle is less than the cross section of the first main muscle, the hollow square pile pile body is square, square four jiaos the first rounding and the second rounding arranged respectively.
In specific embodiment of the utility model, the scope of described the first rounding is 0-35mm, and the scope of the second rounding is 20-35mm, and the first rounding and the second rounding are diagonal and distribute.
In specific embodiment of the utility model, the first main muscle that comprises in the described reinforcing cage and total radical of the second main muscle are 8-32, and the first main muscle and the second main muscle are symmetrical.
Positive progressive effect of the present utility model is: the arrangement of reinforcement mobile type hollow square pile that the utility model provides has the following advantages: the utility model proposes a kind of flexible arrangement of reinforcement type hollow square pile, namely need satisfy the requirement of reinforcement ratio in the hollow square pile adjusts the setting of main muscle, adopt large small bore master muscle combination arrangement of reinforcement, guaranteed main muscle total cross-sectional area, meet the reinforcement ratio requirement, adopt this kind form of reinforcement, except satisfying the reinforcement ratio requirement, realize improving to a certain extent the ductility of hollow square pile outside the flexible arrangement of reinforcement.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of the utility model Fig. 1;
Fig. 3 is the schematic cross-section of the hollow square pile of foundation of a specific embodiment of the utility model.
The specific embodiment
Provide the utility model preferred embodiment below in conjunction with accompanying drawing, to describe the technical solution of the utility model in detail.
Fig. 1 is structural representation of the present utility model; Fig. 2 is the top view of the utility model Fig. 1; Fig. 3 is the schematic cross-section of the hollow square pile of foundation of a specific embodiment of the utility model.As shown in the figure: the utility model proposes a kind of flexible arrangement of reinforcement type hollow square pile, namely need satisfy the requirement of reinforcement ratio in the hollow square pile adjusts the setting of main muscle, adopt large small bore master muscle combination arrangement of reinforcement, guaranteed main muscle total cross-sectional area, meet the reinforcement ratio requirement, adopt this kind form of reinforcement, except satisfying the reinforcement ratio requirement, to a certain degree improve on class the ductility of hollow square pile.
This hollow square pile comprises reinforcing cage 1, concrete 2, end plate 3.Described reinforcing cage 1 comprises the first main muscle 11, the second main muscle 13 and stirrup 12, the square continuous welding that the stirrup 12 of reinforcing cage 1 is square or has the first rounding R1 or the second a rounding R2 is on the described first main muscle 11 and the second main muscle 13, the hollow square pile pile body is square, four jiaos chamfering is respectively the first rounding R1 and the second rounding R2, the scope of the first rounding R1 is (0-35) mm, the scope of the second rounding R2 is (20-35) mm, the first rounding R1 and the second rounding R2 are diagonal and distribute, this stress is eliminated circular arc, so that piling reduces hammering stress in building construction process; The pile body endoporus is circular, and this circular hole forms owing to the centrifuging process moulding.
The total radical of main muscle that comprises in the reinforcing cage 1 is 8-32, main muscle is different from the section area of main muscle, adopt the form arrangement of reinforcement of large small bore combination, general heavy in section presstressed reinforcing steel is arranged on the bight, all main muscle are identical with relative position between the main muscle, the first main muscle 11 of homonymy on the same main line, all main muscle respectively with stirrup 12 continuous weldings, it is parallel with the pile body outline line that the first main muscle 11 and the second main muscle 13 positions connect rear profile.
Comprise main muscle pier nose hole 31, stretch-draw hole 32, sliding muscle groove 33 on the plate face of end plate 3, the first main muscle 11 carries out passing stretch-draw hole 32 after the pier nose technique according to different diameters, fix with end plate through putting into pier nose hole 31 behind the sliding muscle groove 33, the stretch-draw hole is a supporting application of force hole of satisfying the tensioning process needs, this stretch-draw hole 32 mainly is connected with tensioner, the screw in this hole is generally M27, and this pier nose hole 31, stretch-draw hole 32, sliding muscle groove 33 are square on the same straight line after every class hole connects.
The utility model proposes a kind of flexible arrangement of reinforcement type hollow square pile, namely need satisfy the requirement of reinforcement ratio in the hollow square pile adjusts the setting of main muscle, adopt large small bore master muscle combination arrangement of reinforcement, guaranteed main muscle total cross-sectional area, meet the reinforcement ratio requirement, adopt this kind form of reinforcement, except satisfying the reinforcement ratio requirement, realize improving to a certain extent the ductility of hollow square pile outside the flexible arrangement of reinforcement.
Above demonstration and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in above-described embodiment and the manual just illustrates principle of the present utility model; under the prerequisite that does not break away from the utility model spirit and scope; the utility model also has various changes and modifications; these changes and improvements all fall in claimed the utility model scope, and the claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (3)
1. arrangement of reinforcement mobile type hollow square pile, described square pile comprises reinforcing cage, concrete, end plate, it is characterized in that: described reinforcing cage (1) comprises the first main muscle, the second main muscle and stirrup, the square continuous welding that the stirrup of reinforcing cage is square or has the first rounding (R1) or the second rounding (R2) is on the described first main muscle and the second main muscle, wherein the cross section of the second main muscle is less than the cross section of the first main muscle, the hollow square pile pile body is square, square four jiaos the first rounding (R1) and the second rounding (R2) arranged respectively.
2. arrangement of reinforcement mobile type hollow square pile according to claim 1, it is characterized in that: the scope of described the first rounding (R1) is 0-35mm, the scope of the second rounding (R2) is 20-35mm, and the first rounding (R1) is diagonal with the second rounding (R2) and distributes.
3. arrangement of reinforcement mobile type hollow square pile according to claim 1, it is characterized in that: the first main muscle that comprises in the described reinforcing cage and total radical of the second main muscle are 8-32, and the first main muscle and the second main muscle are symmetrical.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220088017 CN202658597U (en) | 2012-03-09 | 2012-03-09 | Flexible reinforcement type hollow square pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220088017 CN202658597U (en) | 2012-03-09 | 2012-03-09 | Flexible reinforcement type hollow square pile |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202658597U true CN202658597U (en) | 2013-01-09 |
Family
ID=47453513
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220088017 Expired - Fee Related CN202658597U (en) | 2012-03-09 | 2012-03-09 | Flexible reinforcement type hollow square pile |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202658597U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104233950A (en) * | 2014-10-14 | 2014-12-24 | 建华建材(安徽)有限公司 | Prefabricated pier and producing method thereof |
-
2012
- 2012-03-09 CN CN 201220088017 patent/CN202658597U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104233950A (en) * | 2014-10-14 | 2014-12-24 | 建华建材(安徽)有限公司 | Prefabricated pier and producing method thereof |
CN104233950B (en) * | 2014-10-14 | 2017-03-15 | 建华建材(安徽)有限公司 | A kind of precast pier and its production method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102817422B (en) | Prestressed concrete constraining buckling-restrained brace | |
CN201221081Y (en) | Connection structure of prestressed concrete pipe pile | |
CN205100399U (en) | Precast shear wall connection structure | |
CN204023411U (en) | Novel assembled bracket bracket construction equipment | |
CN104947603A (en) | Reinforced concrete girder bridge girder reinforcing structure and method | |
CN202899637U (en) | Enlarged section reinforced structure for circular reinforced concrete column | |
CN103114585A (en) | Prestressed prefabricated pile tip structure | |
CN203096945U (en) | Novel panel point of concrete-filled steel tubular column, reinforced concrete beam having bonding pre-stressing force and ring beam | |
CN204780904U (en) | Anchor rope supporting construction | |
CN202509768U (en) | Side steel die supporting and protecting device for reinforced concrete terrace construction | |
CN202730755U (en) | H-shaped support pile | |
CN205576951U (en) | Steel construction anchor pier is used to prestressed anchorage cable | |
CN202658597U (en) | Flexible reinforcement type hollow square pile | |
CN109137760A (en) | The active reinforcement means of multispan normal reinforced concrete beam bridge | |
CN207944555U (en) | A kind of prefabricated reinforced concrete column mechanical connection node | |
CN202466578U (en) | Durable prefabricated hollow square pile | |
CN208105283U (en) | A kind of polygon foundation pit supporting construction | |
CN105970963B (en) | A kind of precast concrete channel plate pile head bracing means | |
CN202023353U (en) | Integral lifting scaffold for building operations | |
CN202073092U (en) | Hollow prestressed concrete square pile | |
CN207974555U (en) | A kind of building structure strengthening device | |
CN204225096U (en) | The stake of lower-prestressed prefabricated concrete solid | |
CN203113320U (en) | H-shaped supporting pile | |
CN202401744U (en) | Cast-in-place reinforced concrete structure load-bearing template support | |
CN205558032U (en) | Modular honeycomb roof beam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
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: 20130109 Termination date: 20160309 |