CN202131696U - Anti-seismic floor slab - Google Patents

Anti-seismic floor slab Download PDF

Info

Publication number
CN202131696U
CN202131696U CN201120232960U CN201120232960U CN202131696U CN 202131696 U CN202131696 U CN 202131696U CN 201120232960 U CN201120232960 U CN 201120232960U CN 201120232960 U CN201120232960 U CN 201120232960U CN 202131696 U CN202131696 U CN 202131696U
Authority
CN
China
Prior art keywords
floor slab
floor
seismic
floor body
muscle
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
Application number
CN201120232960U
Other languages
Chinese (zh)
Inventor
张恺
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201120232960U priority Critical patent/CN202131696U/en
Application granted granted Critical
Publication of CN202131696U publication Critical patent/CN202131696U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model discloses an anti-seismic floor slab which comprises a rectangular floor slab body. At least one main rib in the long-edge direction is arranged in the floor slab body, at least one auxiliary rib in the short-edge direction is further arranged in the floor slab body, two ends of the main rib extend out of two end surfaces of the floor slab, two ends of the auxiliary rib extend out of two side surfaces of the floor slab, and bulges are arranged at the lower part of the side surface of the floor slab body. The anti-seismic floor slab has the beneficial effects of improving the integral strength and safety as the floor slabs adopting the scheme can be connected in construction; in addition, the manufacturing cost is lower.

Description

A kind of anti-seismic floorslab
Technical field
The utility model relates to a kind of floor, specifically a kind of anti-seismic floorslab.
Background technology
At present mainly contain two kinds at the floor that uses: the one, precast floor slab, this precast floor slab has single lead screw ex truding briquetting machine production mostly, with cutting machine cement and inner reinforcing bar is cut off together, has only suitable muscle and does not have horizontal bar; Another is a cast-in-situ floor, and this is to form with model and raw material cast-in-site at the construction field (site).Precast floor slab is traditional floor of building field extensive use, and the manufacturing cost of precast floor slab is lower, and it can guarantee higher efficiency of construction in construction install convenience; But when construction, precast floor slab only is connected with load bearing wall, and does not connect between the adjacent precast floor slab, makes the not high at bulk strength of building, and in earthquake and other burst accidents, precast floor slab causes casualties more easily.Cast-in-situ floor is according to the integrated poured floor of processing of actual conditions, and this floor strength is greater than precast floor slab, in earthquake generating process; Floor is not easy the part and falls down; Cause the injures and deaths probability less, but its work progress is comparatively complicated, has influenced efficiency of construction; And cost is higher, and the cost of template fore-set just accounts for the large percentage of floor total cost.
Summary of the invention
The purpose of the utility model is the deficiency that overcomes prior art, and a kind of novel anti-seismic floorslab is provided.
For solving the problems of the technologies described above; The technical scheme that the utility model is taked is: a kind of anti-seismic floorslab comprises rectangular floor body; Said floor body interior is provided with at least one long side direction master muscle, and its inside of said floor body also is provided with the secondary muscle of at least one short side direction, the both ends of the surface that the floor body is stretched out at said main muscle two ends; The side that the floor body is stretched out at said secondary muscle two ends, bottom, said side is provided with convexity.
Be provided with the cylindricality through hole in the said floor body.
The beneficial effect of the utility model: the floor that adopts such scheme can the phase interconnect when construction, has improved its bulk strength and safety, and its cost of manufacture is also lower in addition.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further detailed explanation.
Fig. 1 is the perspective structure sketch map of a kind of anti-seismic floorslab of the utility model.
Fig. 2 is state diagram before a kind of anti-seismic floorslab of the utility model connects.
Fig. 3 is that a kind of anti-seismic floorslab of the utility model connects the back state diagram.
The specific embodiment
As shown in Figure 1; A kind of anti-seismic floorslab comprises the floor body 6 of cuboid, and said floor body 6 inside also are provided with the main muscle 3 of at least one length direction; Said floor body 6 its inside also are provided with the secondary muscle 4 of at least one short side direction; The both ends of the surface 1 that floor body 6 is stretched out at said main muscle 3 two ends, the side 2 that floor body 6 is stretched out at said secondary muscle two ends, 2 bottoms, said side are provided with protruding 5.
In the said floor body 6 cylindricality through hole 7 can be arranged, cylindricality through hole 7 shapes and existing precast floor slab are similar.
The quantity of joint pin 3 can be decided according to the construction needs on the side 2 of floor and the end face 1.
Protruding 5 purpose is set is for after connecting main muscle 3, secondary muscle 4, eliminate the space between the adjacent floor.
As shown in Figures 2 and 3, during use, floor is connected side by side; Side 2 alignment of adjacent floor, and make protruding 5 contacts, then together with secondary muscle 4 twists of correspondence; End face 1 alignment of adjacent floor, and make protruding 5 contacts, then together with main muscle 3 twists of correspondence; The groove that at last adjacent convexity 5 is formed is filled and led up with cement casting and to be got final product.

Claims (2)

1. anti-seismic floorslab; The floor body (6) that comprises cuboid; Said floor body (6) inside is provided with at least one long side direction master muscle (3), it is characterized in that: its inside of said floor body (6) also is provided with the secondary muscle (4) of at least one short side direction, and the both ends of the surface (1) of floor body (6) are stretched out at said main muscle (3) two ends; The side of floor body (6) is stretched out at said secondary muscle two ends, and bottom, side (2) is provided with convexity (5).
2. anti-seismic floorslab according to claim 1 is characterized in that: be provided with cylindricality through hole (7) in the said floor body (6).
CN201120232960U 2011-07-04 2011-07-04 Anti-seismic floor slab Expired - Fee Related CN202131696U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120232960U CN202131696U (en) 2011-07-04 2011-07-04 Anti-seismic floor slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120232960U CN202131696U (en) 2011-07-04 2011-07-04 Anti-seismic floor slab

Publications (1)

Publication Number Publication Date
CN202131696U true CN202131696U (en) 2012-02-01

Family

ID=45520469

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120232960U Expired - Fee Related CN202131696U (en) 2011-07-04 2011-07-04 Anti-seismic floor slab

Country Status (1)

Country Link
CN (1) CN202131696U (en)

Similar Documents

Publication Publication Date Title
CN105926803B (en) A kind of 3D printing reinforced masonry shear wall structure with concave convex texture
CN203499084U (en) T-shaped longitudinal rib frame honeycomb composite floor slab
CN104196048B (en) The Compound Anchorage basis that hybrid ground-connecting-wall and gravity anchor are jointly stressed
CN203546916U (en) Assembled reinforced concrete wall body connection structure
CN203654563U (en) Bidirectional composite floor slab with cross-shaped ribs
CN203603261U (en) Connecting structure for balcony slab and superposed beam
CN204282626U (en) Four sides groove cast Shockproof brick
CN107327061A (en) A kind of prefabricated composite stalk fiber concrete hollow board
CN103866866B (en) Super High Core Walls Structure and housing water node after setting a roof beam in place
CN206800698U (en) A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node
CN202131696U (en) Anti-seismic floor slab
CN207017317U (en) It is integrally formed precast inspection well
CN106368353A (en) Coinciding plate type shear wall structure
CN205153212U (en) Steel pipe concrete shear force wall and building
CN201857684U (en) Coupling anti-seismic floor plate
CN205954972U (en) Steel structure floor slab
CN203742078U (en) Cross arch
CN204626696U (en) Prefabricated assembled sandwich composite shear wall
CN103741801A (en) Connecting structure of balcony slab and superposed beam
CN204252404U (en) Shear force wall reinforcing steel bar topping controls mould
CN208981652U (en) Spigot-and-socket protective layer cushion block
CN203891252U (en) High-strength earthquake-proof building masonry
CN202324359U (en) High-strength reinforcing steel bar cushion block used for reinforced concrete
CN204475530U (en) A kind of horizontal anchor structure of reinforcing bar short distance of new concrete beam
CN201217879Y (en) hollow polyhedron filling block

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120201

Termination date: 20120704