CN1590665A - Connecting structure of building external wall board and on site pouring concrete floor board and its connecting method - Google Patents

Connecting structure of building external wall board and on site pouring concrete floor board and its connecting method Download PDF

Info

Publication number
CN1590665A
CN1590665A CN 03156338 CN03156338A CN1590665A CN 1590665 A CN1590665 A CN 1590665A CN 03156338 CN03156338 CN 03156338 CN 03156338 A CN03156338 A CN 03156338A CN 1590665 A CN1590665 A CN 1590665A
Authority
CN
China
Prior art keywords
wallboard
floor
cast
bar
external
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.)
Pending
Application number
CN 03156338
Other languages
Chinese (zh)
Inventor
张英保
Original Assignee
张英保
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 张英保 filed Critical 张英保
Priority to CN 03156338 priority Critical patent/CN1590665A/en
Publication of CN1590665A publication Critical patent/CN1590665A/en
Pending legal-status Critical Current

Links

Abstract

A connecting structure between external wall slab and in-situ cast concrete floor is composed of the load-bearing steel beams, reinforcing bars of floor, and prefabricated external wall slab. Its method includes connecting said steel beams, reinforcing bars of floor and the top of external wall slab by the metallic joinning parts, welding them together, and pouring concrete.

Description

Syndeton of external wall wallboard and cast-in-place concrete floor and attaching method thereof
Technical field
The present invention relates to a kind of architectural exterior-protecting construction, the syndeton of especially a kind of external wall wallboard and cast-in-place concrete floor.
Background technology
In light weight, numerous advantages such as speed fast, antidetonation type height, environmental protection and energy saving that steel building has are directions that following China building is greatly developed, and also are the inevitable choices that future architecture already realizes industrialized development.Have a strong impact on and restrict steel building at present and popularize one of key factor of development to civilian construction such as dwelling houses, do not have good quality, safe and reliable exterior wall enclosure structure and supplementary material and supporting system exactly.Existing steel building exterior wall enclosure structure is many based on masonry structure, weight is big, speed is slow, quality is unstable, the part building adopts exterior wall cladding as going along with sb. to guard him, and it carries out combination with adopting various bolts or suspender being connected of floor, is contact based on point type.Wallboard and load-carrying members to be connected shock resistance low, poor reliability, the cracking infiltration influences life-span of side fascia.
Summary of the invention
For solving the problem that above-mentioned floor is connected with side fascia, the purpose of this invention is to provide the syndeton of a kind of floor and exterior wall wallboard, this syndeton makes the attachment security of floor and exterior wall wallboard stable, the reliability height, the life-span is long, antidetonation, waterproof, fire prevention.
Another purpose of the present invention provides the method for attachment of a kind of floor and exterior wall wallboard, its easy construction, and speed is fast, good economy performance.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, comprise floor supporting member girder steel, floor bar, prefabricated panel, the top of wherein said girder steel, floor bar and prefabricated panel links together by wallboard upper metal connector, and is integral with concrete pouring.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, wherein said wallboard upper metal connector comprises and is embedded in last end wall panel reinforcing bar described prefabricated panel top and that stretch out from the wallboard both sides, connects the described connecting reinforcement of going up end wall panel reinforcing bar and floor bar.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, wherein said wallboard upper metal connector comprises the last clamp that is clamped on described wallboard top, connects the described connecting reinforcement of going up clamp and floor bar.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, wherein said inboard and the described girder steel of going up the end wall panel reinforcing bar is fixed together.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, wherein said inboard and the described girder steel of going up clamp is fixed together.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, the lower end of wherein said floor bar and prefabricated panel links together by wallboard lower metal connector, is cast with late poured band in the bottom in the outside, described prefabricated panel lower end.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, wherein said wallboard lower metal connector comprises the following end wall panel reinforcing bar that is embedded in described prefabricated panel lower end and stretches out from the wallboard outside, connects the connecting reinforcement of described end wall panel reinforcing bar down and floor bar.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, wherein said wallboard lower metal connector comprises and being embedded in the described cast-in-situ concrete, and be clamped on the following clamp of described wallboard lower end, connect the described floor bar and/or the connecting reinforcement of clamp down.
The method of attachment of the present invention's floor for building and exterior wall wallboard comprises the steps:
1) building construction steel frame construction;
2) lay floor bar;
3) prefabricated panel is placed the outside of described steel frame construction girder steel;
4) top with described girder steel, floor bar and precast facade wallboard links together with prefabricated panel upper metal connector;
5) with described girder steel, floor bar, exterior wall wallboard upper end and metal connecting piece are integral with concrete pouring.
The method of attachment of the present invention's floor for building and exterior wall wallboard also comprises the following steps:
1) described floor bar and prefabricated panel lower end are linked together with wallboard lower metal connector;
2) in fluid concrete ater-casting, the outside, described prefabricated panel lower end.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor and the advantage and the good effect of method are: the present invention adopts cast-in-situ concrete that exterior wall wallboard top all is cast in wherein, wallboard reinforcing bar or last clamp are weldingly fixed on cast-in-place concrete floor reinforcing bar and girder steel, all contacts are embedded in the layer of concrete, and the attachment security of wallboard and load-carrying members is reliable.Shock resistance height, life-span are long.Speed of application is fast, simple and easy to do simultaneously, better economy, waterproof fireproofing; No matter be applicable to the exterior wall wallboard of various structural forms, be outer wall batten or big plate, the building structure of heavy wallboard or Light trabs and cast-in-place concrete floor.
The syndeton of external wall wall panels of the present invention and cast-in-place concrete floor and other details of method and characteristics can be cheer and bright by reading the embodiment hereinafter encyclopaedize in conjunction with the accompanying drawings.
Description of drawings
Fig. 1 is the schematic diagram of exterior wall wallboard top of the present invention and top wall panel bottom and floor connection structure;
Fig. 2 is the schematic diagram of another embodiment of exterior wall wallboard top of the present invention and top wall panel bottom and floor connection structure.
The specific embodiment
Fig. 1 is the first embodiment of the present invention, as shown in Figure 1, the syndeton of external wall wall panels of the present invention and cast-in-place concrete floor, comprise floor supporting member girder steel 1, floor bar 2, prefabricated panel 3, wherein prefabricated panel 3 is provided with the last end wall panel reinforcing bar 4 that is embedded at its end face, precast facade wallboard 3 tops be embedded on end wall panel reinforcing bar 4 both sides of stretching out wallboard, end bar 7 stretches out the outside of wallboard under being embedded into of bottom, and as shown in the figure, prefabricated panel 3 is arranged in floor supporting member girder steel 1 outside, both sides, wallboard 3 top reinforcing bar is connected with floor bar 2 respectively by some connecting reinforcements 5, and its inboard is fixed together with supporting member girder steel 1.For example welding, in exterior wall wallboard floor junction installing template, with the reinforcing bar 4 of concrete with girder steel 1 outside, floor bar 2, both sides, exterior wall wallboard 3 top, connecting reinforcement 5 is cast in together.
Stretch out the following end bar 7 in the outside, exterior wall wallboard 3 ' bottom, upper strata, be connected with the connecting reinforcement 5 at outstanding cast-in-situ concrete 6 tops, for example welding on following end bar 7 connecting portions in the outside, prefabricated panel 3 ' lower end, is used concrete pouring, forms ater-casting 8.
Fig. 2 is the second embodiment of the present invention, its as different from Example 1: with the last clamp 9 of wallboard upper end and/or lower end and/or down clamp 10 replaced pre-buried end wall panel reinforcing bar 4 and the following end bar 7 gone up.As shown in Figure 2, last clamp 9 chucking prefabricated panels 3, last clamp 9 is connected with girder steel 1, be connected with floor bar 2 by connecting reinforcement 5 simultaneously, to descend clamp 10 to be connected with floor bar 2, then, reach clamp 10 and connecting reinforcement 5 to be cast in together clamp on girder steel 1 outside, floor bar 2, exterior wall wallboard 3 tops 9 with concrete.
Top wall panel 3 ' is placed on down in the clamp 10, on the position of clamp 10 under the outside, prefabricated panel 3 ' lower end, uses concrete pouring, forms ater-casting 8.
The syndeton of external wall wallboard of the present invention and cast-in-place concrete floor, wherein used supporting member girder steel is different shape girder steel or steel framed concrete beam.Used exterior wall wallboard is a concrete composite wallboard, lightweight concrete slab or Autoclaved aerated concrete slabs or other side fascia.Cast-in-situ concrete is ordinary concrete or high-strength concrete or light weight concrete construction.
With reference to Fig. 1.The method of attachment of the present invention's floor for building and exterior wall wallboard comprises the steps:
1) the building construction steel frame construction 1;
2) lay floor bar 2;
3) precast facade wallboard 3 is placed the outside of described steel frame construction girder steel 1;
4) described girder steel 3, floor bar 2 and precast facade wallboard 3 top wallboard reinforcing bars 4 are welded together;
5) with described girder steel 1, floor bar 2, wallboard reinforcing bar 4 and exterior wall wallboard upper end are integral with concrete pouring;
6) described floor bar 2 links together with upper strata prefabricated panel 3 ' lower end embedded bar 7 usefulness connecting reinforcements 5;
7) on the metal connecting portion in the outside, prefabricated panel 3 ' lower end, described upper strata, fuse with late poured band.
The job practices of the external wall wallboard shown in Figure 2 and the syndeton of concrete floor is substantially the same manner as Example 1, and for avoiding loaded down with trivial details, this paper repeats no more.

Claims (10)

1. the syndeton of external wall wallboard and cast-in-place concrete floor, comprise floor supporting member girder steel, floor bar, prefabricated panel, the top that it is characterized in that described girder steel, floor bar and prefabricated panel links together by wallboard upper metal connector, and is integral with concrete pouring.
2. the syndeton of external wall wallboard according to claim 1 and cast-in-place concrete floor, it is characterized in that described wallboard upper metal connector comprises is embedded in last end wall panel reinforcing bar described prefabricated panel top and that stretch out from the wallboard both sides, connects the described connecting reinforcement of going up end wall panel reinforcing bar and floor bar.
3. the syndeton of external wall wallboard according to claim 1 and cast-in-place concrete floor is characterized in that described wallboard upper metal connector comprises the last clamp that is clamped on described wallboard top, connects the described connecting reinforcement of going up clamp and floor bar.
4. the syndeton of external wall wallboard according to claim 2 and cast-in-place concrete floor is characterized in that described inboard and the described girder steel of going up the end wall panel reinforcing bar is fixed together.
5. the syndeton of external wall wallboard according to claim 3 and cast-in-place concrete floor is characterized in that described inboard and the described girder steel of going up clamp is fixed together.
6. according to the syndeton of described external wall wallboard of one of claim 1 to 5 and cast-in-place concrete floor, the lower end that it is characterized in that described floor bar and upper strata prefabricated panel links together by wallboard lower metal connector, is cast with late poured band in the bottom in the outside, described prefabricated panel lower end.
7. the syndeton of external wall wallboard according to claim 6 and cast-in-place concrete floor, it is characterized in that described wallboard lower metal connector comprises the following end wall panel reinforcing bar that is embedded in described prefabricated panel lower end and stretches out from the wallboard outside, connect the connecting reinforcement of described end wall panel reinforcing bar down and floor bar.
8. the syndeton of external wall wallboard according to claim 6 and cast-in-place concrete floor, it is characterized in that described wallboard lower metal connector comprises is embedded in the described cast-in-situ concrete, and be clamped on the following clamp of described wallboard lower end, connect the described floor bar and/or the connecting reinforcement of clamp down.
9. the method for attachment of floor for building and exterior wall wallboard comprises the steps:
1) building construction steel frame construction;
2) lay floor bar;
3) prefabricated panel is placed the outside of described steel frame construction girder steel;
4) top with described girder steel, floor bar and precast facade wallboard links together with prefabricated panel upper metal connector;
5) with described girder steel, floor bar, exterior wall wallboard upper end and metal connecting piece are integral with concrete pouring.
10. the method for attachment of external wall wallboard according to claim 9 and cast-in-place concrete floor is characterized in that also comprising the following steps:
1) described floor bar and prefabricated panel lower end link together with wallboard lower metal connector;
2) the fluid concrete ater-casting, bottom outside described prefabricated panel lower end.
CN 03156338 2003-09-04 2003-09-04 Connecting structure of building external wall board and on site pouring concrete floor board and its connecting method Pending CN1590665A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03156338 CN1590665A (en) 2003-09-04 2003-09-04 Connecting structure of building external wall board and on site pouring concrete floor board and its connecting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03156338 CN1590665A (en) 2003-09-04 2003-09-04 Connecting structure of building external wall board and on site pouring concrete floor board and its connecting method

Publications (1)

Publication Number Publication Date
CN1590665A true CN1590665A (en) 2005-03-09

Family

ID=34598387

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 03156338 Pending CN1590665A (en) 2003-09-04 2003-09-04 Connecting structure of building external wall board and on site pouring concrete floor board and its connecting method

Country Status (1)

Country Link
CN (1) CN1590665A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251582A (en) * 2011-05-16 2011-11-23 姚攀峰 Barrier-free decoration structure of high and low incorporated buildings and construction method thereof
CN102720215A (en) * 2012-06-21 2012-10-10 杭州南联土木工程科技有限公司 Permanent-joint-free overlength reinforced concrete underground engineering design and building method utilizing restraining bodies
CN103031893A (en) * 2013-01-06 2013-04-10 河南天丰节能板材科技股份有限公司 Method for connecting wall body and floor slab, special connecting structure thereof and prefabricated house
WO2013155869A1 (en) * 2012-04-17 2013-10-24 哈尔滨吴淑环建设工程技术研究有限公司 Assemblable wall
CN103741802A (en) * 2013-12-30 2014-04-23 王东彬 Connecting structure of combined wall body and steel girder
CN103741803A (en) * 2013-12-30 2014-04-23 王东彬 Connecting structure of combined wall body and concrete beam
CN104652613A (en) * 2014-12-31 2015-05-27 深圳市华阳国际工程设计有限公司 Connecting device and connecting method for structural nodes of prefabricated member
CN105822009A (en) * 2016-05-04 2016-08-03 北京珠穆朗玛绿色建筑科技有限公司 Concrete heat preservation composite component plate, outer wall building envelope and assembling method
CN107575033A (en) * 2017-09-09 2018-01-12 中国二十二冶集团有限公司 Assembling type steel structure prefabricated outer wall panel is prefabricated and construction method
CN112049272A (en) * 2019-06-05 2020-12-08 浙江绿筑集成科技有限公司 Construction method of PCF local laminated inter-window wall structure

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251582A (en) * 2011-05-16 2011-11-23 姚攀峰 Barrier-free decoration structure of high and low incorporated buildings and construction method thereof
CN102251582B (en) * 2011-05-16 2013-08-21 北京国泰建设集团有限公司 Barrier-free decoration structure of high and low incorporated buildings and construction method thereof
WO2013155869A1 (en) * 2012-04-17 2013-10-24 哈尔滨吴淑环建设工程技术研究有限公司 Assemblable wall
CN102720215A (en) * 2012-06-21 2012-10-10 杭州南联土木工程科技有限公司 Permanent-joint-free overlength reinforced concrete underground engineering design and building method utilizing restraining bodies
CN103031893A (en) * 2013-01-06 2013-04-10 河南天丰节能板材科技股份有限公司 Method for connecting wall body and floor slab, special connecting structure thereof and prefabricated house
CN103741803A (en) * 2013-12-30 2014-04-23 王东彬 Connecting structure of combined wall body and concrete beam
CN103741802A (en) * 2013-12-30 2014-04-23 王东彬 Connecting structure of combined wall body and steel girder
CN103741803B (en) * 2013-12-30 2016-01-20 王东彬 The syndeton of a kind of combined body of wall and concrete beam
CN103741802B (en) * 2013-12-30 2016-01-20 王东彬 The syndeton of a kind of combined body of wall and girder steel
CN104652613A (en) * 2014-12-31 2015-05-27 深圳市华阳国际工程设计有限公司 Connecting device and connecting method for structural nodes of prefabricated member
CN105822009A (en) * 2016-05-04 2016-08-03 北京珠穆朗玛绿色建筑科技有限公司 Concrete heat preservation composite component plate, outer wall building envelope and assembling method
CN107575033A (en) * 2017-09-09 2018-01-12 中国二十二冶集团有限公司 Assembling type steel structure prefabricated outer wall panel is prefabricated and construction method
CN112049272A (en) * 2019-06-05 2020-12-08 浙江绿筑集成科技有限公司 Construction method of PCF local laminated inter-window wall structure

Similar Documents

Publication Publication Date Title
CN1590665A (en) Connecting structure of building external wall board and on site pouring concrete floor board and its connecting method
CN202559569U (en) Assembled monolithic self-insulation hidden dense rib light superposed floor slab
CN1800531A (en) Joint construction method of prefabricated composite bearing wall structure
CN2603827Y (en) Self-supproting form member
CN100351485C (en) Steel structure dwelling house assembly
CN1114738C (en) In-situ cast hollow reinforced concrete slab pre-provided with hollow hard thin-wall members and its construction method
CN2818421Y (en) Upper bearing frame for laminated floorslab construction
CN1851191A (en) Construction method for making congruent floor using upper support frame
CN1837527A (en) Profiled angle steel reinforced concrete structure, structure and member combination
CN2695543Y (en) Steel structure dwelling house assembling
CN1737291A (en) Assembled wall plate connected by metal connecting members
CN101050659A (en) Large span combined truss
CN2668738Y (en) Plate column structure with transverse bearing structure
CN1190571C (en) Suspension type steel concrete residence structure
CN101067319A (en) Steel reinforced concrete precast panel
CN2890219Y (en) Large span combined truss
CN1534154A (en) Construction method of steel-concrete composite storey
CN2637592Y (en) Connecting structure of building extenral wall board and on site pouring concrete floor
CN110644662A (en) Prefabricated flat slab composite slab based on stress and splitting method thereof
CN108222270B (en) Assembling construction building method of prefabricated building
JP2006328631A (en) Building floor structure system
CN1632252A (en) Light steel sealed column framework construction system
CN1222672C (en) Flat soffit, doubly prestressed, composite, roof-ceiling construction for large span industrial buildings
CN2628609Y (en) Assembling house
CN2642887Y (en) Prestressed bidirectional superposition slab

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
WD01 Invention patent application deemed withdrawn after publication
C02 Deemed withdrawal of patent application after publication (patent law 2001)