CN201151963Y - Prestressing force light weight special-shaped cross section filled internal mold - Google Patents
Prestressing force light weight special-shaped cross section filled internal mold Download PDFInfo
- Publication number
- CN201151963Y CN201151963Y CNU2008200042979U CN200820004297U CN201151963Y CN 201151963 Y CN201151963 Y CN 201151963Y CN U2008200042979 U CNU2008200042979 U CN U2008200042979U CN 200820004297 U CN200820004297 U CN 200820004297U CN 201151963 Y CN201151963 Y CN 201151963Y
- Authority
- CN
- China
- Prior art keywords
- internal mold
- section
- cross
- light material
- light
- 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
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The utility model discloses a prestressing force light irregular section internal filling module which consists of internal module upper layer distributed reinforcing steel bars (1), light material internal module position-limit reinforcing steel bars or cushion blocks (2), internal module upper layer carrier reinforcing steel bars (3), a light material internal module (4), internal module lower layer carrier reinforcing steel bars (5), bearing rods (6), prestressed bars (7) and internal module lower layer distributed reinforcing steel bars (8). The section of the light material internal module is in various shapes except round and rectangle, such as oblong, polygon, and the combined shape of round and rectangle. The structural form is used to provide large span and to reduce the self gravity of the structure at the same time; the structure has good effects of earthquake resistance, crack resistance, sound insulation and heat insulation; the prestressing force light irregular section internal filling module has very good economic performance and applicability.
Description
Technical field
The utility model belongs to buildings in general structure field.
Background technology
At building field, along with increasing of longspan structure, the technology that increasing cast-in-place plate adopts prestressing force to combine with light material.Prestressed reinforced concrete construction can increase the span-depth radio of horizontal member, can improve deformation of members and cracking resistance and non-deformability simultaneously.Light material plate and solid slab structure specific energy mutually alleviate dead load.Present existing technology mainly is divided into two big classes: (1) circular hollow tube, (2) light material Filled Rectangle.This two classes material uses all certain limitation.Therefore study a kind of novel filled internal mold for being badly in need of.
Summary of the invention
The purpose of this utility model provides a kind of prestressed light profiled-cross-section filled internal mold.It is made of plate upper strata distribution reinforcement, the spacing reinforcing bar of light material filler or cushion block, plate upper strata steel bar stress, light material filler, plate lower floor steel bar stress, bearing rod, presstressed reinforcing steel and plate lower floor distribution reinforcement.The utility model adopts profiled-cross-section to solve the problem that improves hollow rate, by the improvement of section form, the soffit of filling block is designed to circular arc or broken line shape, is convenient to concrete flowing; Adopt light material to fill and solve the problem that alleviates member dead weight, adopt prestressing technique can solve the large span problem.The cast-in-place plate of this kind is taken into account the advantage of pre-stress hollow tubular structure and square-section light material infill panel, and convenient construction under the prerequisite that keeps higher hollow rate is realized the moulding of concrete primary concreting.The cast-in-place span of slab of this kind is big, deadweight is little, sound insulation, good heat-insulation effect, and reliability of structure, shock resistance, crack resistance are also better.The utlity model has excellent economy and applicability, the development of Building technology is played a driving role.
Description of drawings
Below in conjunction with accompanying drawing the utility model is described further.
Fig. 1 is a transverse cross-sectional view of the present utility model, with reference to this figure, the utility model is made of internal mold upper strata distribution reinforcement (1), the spacing reinforcing bar of light material internal mold (2) or cushion block, internal mold upper strata steel bar stress (3), light material internal mold (4), internal mold lower floor steel bar stress (5), bearing rod (6), presstressed reinforcing steel (7) and internal mold lower floor distribution reinforcement (8).
Fig. 2 is light material internal mold (a 4) cross-sectional configuration schematic diagram in the utility model, and its cross sectional shape has ellipse (9), polygon (10), circular and rectangle composite figure (11).
The specific embodiment
The utility model is to realize in such a way:
As internal mold, adopt prestressing technique with light material simultaneously, large span both is provided, alleviate dead load again.Used presstressed reinforcing steel (7) both can be not have bonding, also bonding can be arranged.Light material internal mold (4) cross section had been not only non-circular, but also non-rectangle, for the ease of the concrete one-time-concreting, the soffit of internal mold was designed to circular arc; According to the design and construction needs, form of fracture can adopt multiple shape as oval (9), polygon (10), circular and rectangle composite figure (11).Light material internal mold (4) can adopt profiled-cross-section hollow section or solid porous foamed light material.The cast-in-place plate of this kind both can be used as one-way slabs, also can be used as two-way slab.The come-up of light material internal mold (4) is spacing can use reinforcing bar, also can be at internal mold napex colligation cement or plastic cushion.The utility model realization order: colligation plate lower floor reinforcing bar-colligation bearing rod-colligation presstressed reinforcing steel-lay and fixing light material internal mold-colligation internal mold top reinforcement-wear the spacing reinforcing bar of internal mold or lay cushion block.
Claims (6)
1, prestressed light profiled-cross-section filled internal mold, it is made of internal mold upper strata distribution reinforcement (1), the spacing reinforcing bar of light material internal mold or cushion block (2), internal mold upper strata steel bar stress (3), light material internal mold (4), internal mold lower floor steel bar stress (5), bearing rod (6), presstressed reinforcing steel (7) and internal mold lower floor distribution reinforcement (8); It is characterized in that using in the cast-in-place plate profiled-cross-section light material internal mold (4) and presstressed reinforcing steel (7).
2, according to the described prestressed light profiled-cross-section of claim 1 filled internal mold, the cross section that it is characterized in that used light material internal mold (4) can be multiple shape as ellipse, polygon, circular and rectangle composite figure.
3,, it is characterized in that used presstressed reinforcing steel (7) both can be not have bonding, also can have bonding according to the described prestressed light profiled-cross-section of claim 1 filled internal mold.
4,, it is characterized in that used light material internal mold (4) can be profiled-cross-section hollow section or solid porous foamed light material according to the described prestressed light profiled-cross-section of claim 1 filled internal mold.
5,, it is characterized in that the cast-in-place plate of this kind both can be used as one-way slabs, also can be used as two-way slab according to the described prestressed light profiled-cross-section of claim 1 filled internal mold.
6, according to the described prestressed light profiled-cross-section of claim 1 filled internal mold, it is characterized in that the come-up of light material internal mold is spacing can use reinforcing bar, also can be with cement or plastic cushion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008200042979U CN201151963Y (en) | 2008-01-29 | 2008-01-29 | Prestressing force light weight special-shaped cross section filled internal mold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008200042979U CN201151963Y (en) | 2008-01-29 | 2008-01-29 | Prestressing force light weight special-shaped cross section filled internal mold |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201151963Y true CN201151963Y (en) | 2008-11-19 |
Family
ID=40127642
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2008200042979U Expired - Fee Related CN201151963Y (en) | 2008-01-29 | 2008-01-29 | Prestressing force light weight special-shaped cross section filled internal mold |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201151963Y (en) |
-
2008
- 2008-01-29 CN CNU2008200042979U patent/CN201151963Y/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR102055436B1 (en) | Prefabricated pier column member with steel-concrete composite structure | |
CN1804263A (en) | Multi-rib structure system and its connection construction method | |
CN102979322B (en) | Method for integrally reinforcing masonry structure by sectional steel combined ring beams and construction columns | |
CN208533868U (en) | A kind of novel arrangement of reinforcement hollow steel pipe high-strength concrete column | |
CN106760143A (en) | A kind of lightweight precast body and preparation method thereof | |
CN108589969A (en) | A kind of combination assembled shear wall and preparation method thereof of the vertical ECC energy consumptions band of band | |
CN202338051U (en) | Internal-mold type reinforced concrete ribbed-beam composite floor | |
CN209556197U (en) | A kind of thin-walled square chest hollow floor | |
CN201151963Y (en) | Prestressing force light weight special-shaped cross section filled internal mold | |
CN2623771Y (en) | Special-shaped section prestress cast-in-situ board filled with lightweight material | |
CN2627098Y (en) | Steel skeleton lightweight concrete board | |
CN201158880Y (en) | Pre-stress hollow slab filled with cast-in-situ light composite unit | |
CN202831384U (en) | Double-prefabricated superposed frame beam | |
CN114075855A (en) | Large-span bidirectional prestressed concrete multi-ribbed sandwich composite floor slab | |
CN210917010U (en) | Tube-in-tube bridge tower of space mixed cable net suspension bridge with parabolic arched tower cap | |
CN102704352B (en) | Prestressed concrete slab reinforcement structure for high-speed railway | |
CN208251444U (en) | A kind of plate cored slab for building | |
CN106193404A (en) | A kind of unformed cast-in-situ floor and construction method thereof | |
CN206289833U (en) | A kind of solid light precast body | |
CN201835435U (en) | Prestressed reinforced concrete precast column | |
CN111364375A (en) | Bending-shearing mixed reinforcing method for hollow slab bridge | |
CN201265200Y (en) | Light polypropylene fiber concrete composite board | |
CN2627091Y (en) | Large span cast-in-situ hollow slab with cohesion preload stress | |
CN102852278A (en) | Double precast beam-superposed frame beam | |
CN202626760U (en) | Pre-stressed big concrete plate reinforced bar structure for high-speed rail |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
DD01 | Delivery of document by public notice |
Addressee: Zhang Xiangli Document name: Notification of Termination of Patent Right |
|
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081119 Termination date: 20100129 |