CN2937283Y - SP prestressed concrete hollow wallboard wall - Google Patents

SP prestressed concrete hollow wallboard wall Download PDF

Info

Publication number
CN2937283Y
CN2937283Y CN 200620119130 CN200620119130U CN2937283Y CN 2937283 Y CN2937283 Y CN 2937283Y CN 200620119130 CN200620119130 CN 200620119130 CN 200620119130 U CN200620119130 U CN 200620119130U CN 2937283 Y CN2937283 Y CN 2937283Y
Authority
CN
China
Prior art keywords
concrete hollow
embedded
stressed concrete
wall
wallboard
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
CN 200620119130
Other languages
Chinese (zh)
Inventor
胡卫军
马玉锰
赵启杰
王坤
李青平
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 CN 200620119130 priority Critical patent/CN2937283Y/en
Application granted granted Critical
Publication of CN2937283Y publication Critical patent/CN2937283Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Panels For Use In Building Construction (AREA)

Abstract

The utility model relates to a SP pre-stress cement hollow plate wall which comprises a strip-shaped SP pre-stress cement plate, an upper horizontal angle steel and a lower horizontal angle steel; wherein an upper pre-embedded iron and a lower pre-embedded iron are arranged in the inside surface of the top and the bottom of the wall plate, the upper pre-embedded iron of the wall plate is welded to the upper horizontal angle steel, the lower pre-embedded iron of the wall plate is welded to the lower horizontal angle steel, a line of pre-embedded reinforcing steels is pre-embedded in the neighboring side ends of two neighboring wall plates, a rectangular reinforcing steel frame is arranged between two neighboring wall plates, the rectangular reinforcing steel frame is composed of four vertical reinforcing steels and several reinforcing steel ribs which are welded to each other, the pre-embedded reinforcing steels of the wall plates at both sides of the rectangular reinforcing steel frame stretch in to the space in the reinforcing steel frame and the neighboring sides, the pre-embedded reinforcing steels and the reinforcing steel frame of two neighboring wall plate are integrated by cement. In the SP pre-stress cement hollow wall plate wall of the utility model, the joining between the wall plates is smooth and the stability of the wall is good.

Description

SP pre-stressed concrete hollow wallboard wall
Technical field
The utility model relates to a kind of SP pre-stressed concrete hollow wallboard wall.
Background technology
Traditional skin is to be built into red machine brick, hollow brick, Cast-in-place concrete etc. mostly, has the high and slow shortcoming of constructing of cost.Along with the development of builing industry, various New Building Materials are applied in the building operations more and more, SP pre-stressed concrete hollow wallboard because of its have in light weight, cost is low, the characteristics of easy construction are used to the exterior wall of construction of buildings.Existing SP pre-stressed concrete hollow wallboard wall, it comprises: the SP pre-stressed concrete hollow wallboard of strip, be fixed on that building is put the beams in place and underbeam on level on angle steel under angle steel and the level, the top of SP pre-stressed concrete hollow wallboard and the same side of bottom are provided with embedded iron parts and following embedded iron parts, angle steel welds mutually on the last embedded iron parts of SP pre-stressed concrete hollow wallboard and the level, and angle steel welds mutually under the following embedded iron parts of SP pre-stressed concrete hollow wallboard and the level.This SP pre-stressed concrete hollow wallboard wall is because the distortion of each wallboard is different, so the junction injustice of wallboard and wallboard is whitewashed back cracking easily, and owing to only be connected at upper and lower side between wallboard and the wallboard, caused the body of wall instability.
Summary of the invention
The purpose of this utility model provides a kind of wallboard and the wallboard junction is smooth, and the good SP pre-stressed concrete hollow wallboard wall of wall stability that forms.
For achieving the above object, the utility model is taked following design scheme:
A kind of SP pre-stressed concrete hollow wallboard wall; Comprise: the SP pre-stressed concrete hollow wallboard of strip, be fixed on that building is put the beams in place and underbeam on level on angle steel under angle steel and the level; The top of SP pre-stressed concrete hollow wallboard and the medial surface of bottom are provided with embedded iron parts and lower embedded iron parts; Angle steel welds mutually on the upper embedded iron parts of SP pre-stressed concrete hollow wallboard and the level; Angle steel welds mutually under the lower embedded iron parts of SP pre-stressed concrete hollow wallboard and the level; It is characterized in that
Be embedded with a row embedded bar in the adjacent side end of adjacent two SP pre-stressed concrete hollow wallboards, embedded bar stretches out in the side of wallboard, be provided with a rectangle cage of reinforcement between the adjacent two SP pre-stressed concrete hollow wallboards, the rectangle cage of reinforcement is welded by four vertical reinforcements and some hoop reinforcing steel bars, and two adjacent two sides, embedded bar and the cage of reinforcement of adjacent two SP pre-stressed concrete hollow wallboards are integral by concrete pouring.
Last embedded iron parts quantity is 2-4, and the height of embedded iron parts is identical on each.
Following embedded iron parts quantity is 2-4, and the height of each time embedded iron parts is identical.
The utility model has the advantages that: the utility model SP pre-stressed concrete hollow wallboard wall, owing to be embedded with a row embedded bar in the adjacent side end of adjacent two SP pre-stressed concrete hollow wallboards, embedded bar stretches out in the side of wallboard, be provided with a rectangle cage of reinforcement between the adjacent two SP pre-stressed concrete hollow wallboards, the rectangle cage of reinforcement is welded by four vertical reinforcements and some hoop reinforcing steel bars, two adjacent sides of adjacent two SP pre-stressed concrete hollow wallboards, embedded bar and cage of reinforcement are integral by concrete pouring, be that adjacent two wallboards all link together from top to bottom, therefore wallboard and wallboard junction are more smooth, and the wall stability that forms is good.
Description of drawings
Fig. 1 is a side-looking structural representation of the present utility model
Fig. 2 is a plan structure schematic diagram of the present utility model
Fig. 3 is the syndeton schematic diagram between the utility model deadlight and the wallboard
The specific embodiment
As Fig. 1, Fig. 2, shown in Figure 3, a kind of SP pre-stressed concrete hollow of the utility model wallboard wall, comprise: the SP pre-stressed concrete hollow wallboard 1 of strip, be fixed on building put the beams in place 2 and underbeam 3 on level on angle steel 5 under angle steel 4 and the level, the top of SP pre-stressed concrete hollow wallboard 1 and the medial surface of bottom are provided with embedded iron parts 6 and following embedded iron parts 7, angle steel 4 welds mutually on the last embedded iron parts 6 of SP pre-stressed concrete hollow wallboard and the level, angle steel 5 welds mutually under the following embedded iron parts 7 of SP pre-stressed concrete hollow wallboard and the level, it is characterized in that
Be embedded with a row embedded bar 9 in the adjacent side end of adjacent two SP pre-stressed concrete hollow wallboards 1, embedded bar 9 stretches out in the side of wallboard 1, be provided with a rectangle cage of reinforcement 10 between the adjacent two SP pre-stressed concrete hollow wallboards 1, rectangle cage of reinforcement 10 is welded by four vertical reinforcements 11 and some hoop reinforcing steel bars 12, and two adjacent sides of adjacent two SP pre-stressed concrete hollow wallboards 1, embedded bar 9 and cage of reinforcement 10 pour into an integrated entity by concrete eight.
Last embedded iron parts 6 quantity are 2 or 3 or 4, and the height of embedded iron parts 6 is identical on each.
Following embedded iron parts 7 quantity are 2 or 3 or 4, and the height of each time embedded iron parts 6 is identical.

Claims (3)

1, a kind of SP pre-stressed concrete hollow wallboard wall, comprise: the SP pre-stressed concrete hollow wallboard of strip, be fixed on that building is put the beams in place and underbeam on level on angle steel under angle steel and the level, the top of SP pre-stressed concrete hollow wallboard and the medial surface of bottom are provided with embedded iron parts and following embedded iron parts, angle steel welds mutually on the last embedded iron parts of SP pre-stressed concrete hollow wallboard and the level, angle steel welds mutually under the following embedded iron parts of SP pre-stressed concrete hollow wallboard and the level, it is characterized in that
Be embedded with a row embedded bar in the adjacent side end of adjacent two SP pre-stressed concrete hollow wallboards, embedded bar stretches out in the side of wallboard, be provided with a rectangle cage of reinforcement between the adjacent two SP pre-stressed concrete hollow wallboards, the rectangle cage of reinforcement is welded by four vertical reinforcements and some hoop reinforcing steel bars, and two adjacent two sides, embedded bar and the cage of reinforcement of adjacent two SP pre-stressed concrete hollow wallboards are integral by concrete pouring.
2, SP pre-stressed concrete hollow wallboard wall according to claim 1 is characterized in that, last embedded iron parts quantity is 2-4, and the height of embedded iron parts is identical on each.
3, SP pre-stressed concrete hollow wallboard wall according to claim 1 and 2 is characterized in that, following embedded iron parts quantity is 2-4, and the height of each time embedded iron parts is identical.
CN 200620119130 2006-08-16 2006-08-16 SP prestressed concrete hollow wallboard wall Expired - Fee Related CN2937283Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620119130 CN2937283Y (en) 2006-08-16 2006-08-16 SP prestressed concrete hollow wallboard wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620119130 CN2937283Y (en) 2006-08-16 2006-08-16 SP prestressed concrete hollow wallboard wall

Publications (1)

Publication Number Publication Date
CN2937283Y true CN2937283Y (en) 2007-08-22

Family

ID=38361307

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200620119130 Expired - Fee Related CN2937283Y (en) 2006-08-16 2006-08-16 SP prestressed concrete hollow wallboard wall

Country Status (1)

Country Link
CN (1) CN2937283Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102852343A (en) * 2012-10-15 2013-01-02 胡卫军 SP (Self Propelled) plate assembling type ancient city wall reinforcing structure and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102852343A (en) * 2012-10-15 2013-01-02 胡卫军 SP (Self Propelled) plate assembling type ancient city wall reinforcing structure and construction method
CN102852343B (en) * 2012-10-15 2014-12-17 胡卫军 SP (Self Propelled) plate assembling type ancient city wall reinforcing structure and construction method

Similar Documents

Publication Publication Date Title
CN205653944U (en) Prestressed concrete truss superimposed sheet
CN104088221B (en) A kind of T-shaped plate girder precast segment unit based on steel truss and combined bridge deck
CN103452350A (en) Fabricated electronic workshop and construction method thereof
CN104929294A (en) Concrete composite plate with built-in cross hollow square steel pipes
CN204059179U (en) A kind of T-shaped plate girder precast segment unit based on steel truss and combined bridge deck
CN106836592B (en) Partially prefabricated assembled rear-superposed hollow floor
CN203066352U (en) Self-supporting type special-shaped steel-encased-concrete composite beam
CN209556197U (en) A kind of thin-walled square chest hollow floor
CN203741994U (en) Connecting structure of latticed column and first structural beam plate of reverse building method
CN2937283Y (en) SP prestressed concrete hollow wallboard wall
CN204780635U (en) Super wide nonprismatic continuous beam 0# piece concreties and relieves construction structures
CN201531021U (en) Prefabricated member cement-treated-soil drilling and filling pile
CN214884632U (en) Assembled shaped steel composite wall
CN215482231U (en) Assembled waffle bridge panel combination case roof beam structure
CN201314091Y (en) Novel quakeproof prefabricated slab
CN208717939U (en) A kind of efficiently molding building hoist foundation structure
CN203878460U (en) Prefabricated assembly combined type portal pier
CN112523503A (en) Disassembly-free supporting system for concrete box girder inner mold and construction method
CN208009729U (en) Assembled horse tooth trough overlap edge-punching sheet metal floorslab with bars
CN112853916A (en) Assembled waffle bridge panel combined box girder structure and construction method thereof
CN110748221A (en) Prefabricated assembled pond guide wall
CN201424706Y (en) Novel connecting structure of steel secondary beam and concrete main beam
CN220598804U (en) Multicavity outsourcing steel sheet concrete shear force wall
CN206428882U (en) A kind of external wall structure
CN216516401U (en) Disassembly-free type prefabricated truss floor

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: 20070822

Termination date: 20100816