CN201241343Y - Rear pouring belt precast concrete suspending board - Google Patents

Rear pouring belt precast concrete suspending board Download PDF

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Publication number
CN201241343Y
CN201241343Y CNU2008203015136U CN200820301513U CN201241343Y CN 201241343 Y CN201241343 Y CN 201241343Y CN U2008203015136 U CNU2008203015136 U CN U2008203015136U CN 200820301513 U CN200820301513 U CN 200820301513U CN 201241343 Y CN201241343 Y CN 201241343Y
Authority
CN
China
Prior art keywords
post
plate
concrete
pouring
construction
Prior art date
Application number
CNU2008203015136U
Other languages
Chinese (zh)
Inventor
刘文浩
彭世发
刘伟
任光浩
卢小洁
邢辉
刘兰君
张静
Original Assignee
北京建工集团有限责任公司
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 北京建工集团有限责任公司 filed Critical 北京建工集团有限责任公司
Priority to CNU2008203015136U priority Critical patent/CN201241343Y/en
Application granted granted Critical
Publication of CN201241343Y publication Critical patent/CN201241343Y/en

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Abstract

Discloses is a post-pouring band precast concrete hanging plate, including a concrete plate body, which is characterized in that the concrete plate body is a rectangle. A reinforcement netting is arranged in the concrete plate body, at least two symmetric hooks are welded on the reinforcement netting, and an outer end of the hook is vertically sticked out of the surface of the concrete plate body. The reinforcement netting can be welded or bound by horizontal reinforcement rib and vertical reinforcement rib by interweaving. The structure of the utility model is simple, the construction is convenient, the post-pouring band can not be poured first, after the post-pouring band precast concrete hanging plate is connected with the reinforcement netting inside a wall body, the post-pouring band precast concrete hanging plate is fixed on the outer side of the post-pouring band of an underground outer wall, then coiled material waterproof of the outer wall can be made under the condition that the post-pouring band is not poured, and fertilizer groove backfill is implemented, thereby the production period is shortened, the whole construction progress of engineering is guaranteed. The problem that outdoor miscellany which is dropped into the post-pouring band of the outer wall is not easy to be cleaned is solved. The utility model can be used in the construction of the lpost-pouring band of the underground outer wall, also can be used in the construction of other post-pouring bands.

Description

Ater-casting precast concrete link plate
Technical field
The utility model relates to a kind of concrete component, particularly a kind of concrete prefabricated board.
Background technology
In the construction of traditional outer wall of basement ater-casting, the ater-casting must be built earlier, after waiting to build the position construction and finishing, just can carry out the construction of external wall waterproof and fertile groove backfill.Because of the ater-casting needs the long period to solidify after building, cause the integral construction progress slow, and construction ater-casting earlier, be easy to make outdoor foreign material to fall into post-pouring belt of outer wall, have the problem of bad cleaning.
The utility model content
The utility model provides a kind of ater-casting precast concrete link plate, the problem that separate and never pour into a mould the basement wall ater-casting, can't do waterproof and backfill construction.
The technical scheme that its technical problem that solves the utility model adopts is:
This ater-casting precast concrete link plate, comprise a concrete plate body, it is characterized in that: this concrete plate body is a rectangle, is furnished with reinforced mesh in the concrete plate body, the hook of at least two symmetries of welding on this reinforced mesh, the concrete slab surface is vertically stretched out in the hook outer end.
Above-mentioned reinforced mesh can by horizontal bar and vertical muscle interweave the welding or bind form.
Above-mentioned hook can be U-shaped hook or J-shaped hook.
The beneficial effects of the utility model are simple in structure, easy construction, can not build the ater-casting earlier, after the inner reinforced mesh of ater-casting precast concrete link plate and body of wall is connected, be fixed in the outside, outer wall of basement ater-casting, under the situation of not building the ater-casting, just can do the exterior wall waterproof coiled material then, and carry out fertile groove backfill, thereby shortened the duration, guaranteed the integral construction progress of engineering.Solve outdoor foreign material and fallen into the difficult problem of the bad cleaning of post-pouring belt of outer wall.The utility model is used in the construction of outer wall of basement ater-casting, also can be used for other ater-casting constructions.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a user mode schematic diagram of the present utility model.
Reference numeral: reinforcing bar, 6-ater-casting body of wall, 7-waterproofing mortar, 8-waterproof and topping in 1-rectangular slab, 2-reinforced mesh, 2.1-horizontal bar, the vertical muscle, 3 of 2.2--hook, 4-body of wall, the 5-body of wall.
The specific embodiment
Embodiment is referring to shown in Figure 1, and this ater-casting precast concrete link plate thickness is for being 100mm, and the plate face should be smooth smooth towards backfill 11 1 side surfaces, is beneficial to follow-up waterproof construction.It is characterized in that this concrete plate body 1 is rectangle, be furnished with reinforced mesh 2 in the concrete plate body, reinforced mesh is formed by interweave welding or bind of horizontal bar and vertical muscle, can be φ 12@150 two-way concrete slab net sheet.When making precast plate, the hook 3 of at least two symmetries of welding on reinforced mesh, the concrete slab surface is vertically stretched out in the hook outer end, and above-mentioned hook 3 is U-shaped hook or J-shaped hook.
Construction location of the present utility model is referring to shown in Figure 2: will link up with 3 during construction and hang on the interior reinforcing bar 5 of body of wall, and fixation.Slit between the link plate is smeared waterproofing mortar and is handled and press polish, and link plate and exterior wall intersection use waterproofing mortar 7 to smear fillet, are beneficial to waterproof construction.The fertile groove of construction outer wall waterproof and topping 8 and backfill then.External wall waterproof and topping 8 can be successively by: additional coil waterproof layer, 3+4 polyester blank SBS modified bituminous pitch coiled material waterproofing course, polyphenyl plate fish tail and waterproof layer are formed.Treat that both sides, ater-casting body of wall reaches the ater-casting of constructing again after the length of time.
In order to guarantee waterproof effect, before post-pouring belt of outer wall is built, on the body of wall of having built on the both sides, ater-casting the water-swellable sealing rod is set.Pointing and bi-component polysulfide rubber seal cream are filled by the place, slit between back wall.

Claims (3)

  1. [claim 1] a kind of ater-casting precast concrete link plate, comprise a concrete plate body (1), it is characterized in that: this concrete plate body (1) is a rectangle, in the concrete plate body, be furnished with reinforced mesh (2), the hook (3) of at least two symmetries of welding on this reinforced mesh, the concrete slab surface is vertically stretched out in the hook outer end.
  2. [claim 2] ater-casting according to claim 1 precast concrete link plate is characterized in that: above-mentioned reinforced mesh by horizontal bar and vertical muscle interweave the welding or bind form.
  3. [claim 3] ater-casting according to claim 1 and 2 precast concrete link plate is characterized in that: above-mentioned hook (3) is U-shaped hook or J-shaped hook.
CNU2008203015136U 2008-07-15 2008-07-15 Rear pouring belt precast concrete suspending board CN201241343Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008203015136U CN201241343Y (en) 2008-07-15 2008-07-15 Rear pouring belt precast concrete suspending board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008203015136U CN201241343Y (en) 2008-07-15 2008-07-15 Rear pouring belt precast concrete suspending board

Publications (1)

Publication Number Publication Date
CN201241343Y true CN201241343Y (en) 2009-05-20

Family

ID=40714638

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008203015136U CN201241343Y (en) 2008-07-15 2008-07-15 Rear pouring belt precast concrete suspending board

Country Status (1)

Country Link
CN (1) CN201241343Y (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101914926A (en) * 2010-08-13 2010-12-15 内蒙古兴泰建筑有限责任公司 Precast concrete banded plate of post-poured strip of outer shear wall of basement
CN101956402A (en) * 2010-08-13 2011-01-26 内蒙古兴泰建筑有限责任公司 Rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall
CN101956403A (en) * 2010-08-13 2011-01-26 内蒙古兴泰建筑有限责任公司 Construction method of rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall
CN102337762A (en) * 2011-07-18 2012-02-01 从卫民 Hoisting and connecting device of prefabricated sheet for laminated floor slab
CN102677705A (en) * 2012-05-23 2012-09-19 中天建设集团有限公司 Post-cast strip outer wall waterproof processing structure
CN103410173A (en) * 2013-08-21 2013-11-27 天津二十冶建设有限公司 Construction method for vertical post pouring belt plugging of underground structural outer wall
CN103469825A (en) * 2013-09-04 2013-12-25 中建三局第一建设工程有限责任公司 Prefabricated water-resistant post-pouring belt formwork and installation method
CN104895230A (en) * 2015-04-30 2015-09-09 南京长江都市建筑设计股份有限公司 Post-cast belt for precast composite floor slabs and construction method of post-cast belt
CN104947683A (en) * 2015-05-22 2015-09-30 中建三局第一建设工程有限责任公司 Hanging plate used for preventing leakage of side wall of foundation pit and construction method thereof
CN106436981A (en) * 2016-10-26 2017-02-22 李刚 Assembly type energy-saving thermal-insulation composite wall board and making method thereof
CN106437011A (en) * 2016-10-26 2017-02-22 李刚 Assembly type insulating composite wall plate and manufacturing method thereof
CN110158612A (en) * 2019-06-04 2019-08-23 中铁一局集团天津建设工程有限公司 Construction method applied to framework of steel reinforcement cement hanging plate in the levelling construction of waterproof basal plane

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101914926A (en) * 2010-08-13 2010-12-15 内蒙古兴泰建筑有限责任公司 Precast concrete banded plate of post-poured strip of outer shear wall of basement
CN101956402A (en) * 2010-08-13 2011-01-26 内蒙古兴泰建筑有限责任公司 Rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall
CN101956403A (en) * 2010-08-13 2011-01-26 内蒙古兴泰建筑有限责任公司 Construction method of rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall
CN101956403B (en) * 2010-08-13 2012-06-20 内蒙古兴泰建筑有限责任公司 Construction method of rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall
CN102337762A (en) * 2011-07-18 2012-02-01 从卫民 Hoisting and connecting device of prefabricated sheet for laminated floor slab
CN102677705A (en) * 2012-05-23 2012-09-19 中天建设集团有限公司 Post-cast strip outer wall waterproof processing structure
CN103410173A (en) * 2013-08-21 2013-11-27 天津二十冶建设有限公司 Construction method for vertical post pouring belt plugging of underground structural outer wall
CN103469825A (en) * 2013-09-04 2013-12-25 中建三局第一建设工程有限责任公司 Prefabricated water-resistant post-pouring belt formwork and installation method
CN103469825B (en) * 2013-09-04 2015-09-09 中建三局第一建设工程有限责任公司 The prefabricated water resistant template in ater-casting and mounting method
CN104895230A (en) * 2015-04-30 2015-09-09 南京长江都市建筑设计股份有限公司 Post-cast belt for precast composite floor slabs and construction method of post-cast belt
CN104947683A (en) * 2015-05-22 2015-09-30 中建三局第一建设工程有限责任公司 Hanging plate used for preventing leakage of side wall of foundation pit and construction method thereof
CN104947683B (en) * 2015-05-22 2016-11-30 中建三局第一建设工程有限责任公司 For preventing link plate and the construction method thereof of foundation pit side-wall seepage
CN106436981A (en) * 2016-10-26 2017-02-22 李刚 Assembly type energy-saving thermal-insulation composite wall board and making method thereof
CN106437011A (en) * 2016-10-26 2017-02-22 李刚 Assembly type insulating composite wall plate and manufacturing method thereof
CN106436981B (en) * 2016-10-26 2019-04-19 山东乾宇建筑节能科技有限公司 A kind of assembled energy-saving heat-preserving composite wall board and preparation method thereof
CN110158612A (en) * 2019-06-04 2019-08-23 中铁一局集团天津建设工程有限公司 Construction method applied to framework of steel reinforcement cement hanging plate in the levelling construction of waterproof basal plane
CN110158612B (en) * 2019-06-04 2020-12-15 中铁一局集团天津建设工程有限公司 Construction method of steel bar framework cement hanging plate applied to leveling construction of waterproof base plane

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CB03 Change of inventor or designer information

Inventor after: Liu Wenhao

Inventor after: Peng Shifa

Inventor after: Liu Wei

Inventor after: Ren Guangjie

Inventor after: Lu Xiaojie

Inventor after: Xing Hui

Inventor after: Liu Lanjun

Inventor after: Zhang Jing

Inventor before: Liu Wenhao

Inventor before: Peng Shifa

Inventor before: Liu Wei

Inventor before: Ren Guanghao

Inventor before: Lu Xiaojie

Inventor before: Xing Hui

Inventor before: Liu Lanjun

Inventor before: Zhang Jing

C53 Correction of patent for invention or patent application
COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: LIU WENHAO; PENG SHIFA; LIU WEI; REN GUANGHAO; LU XIAOJIE; XING HUI; LIU LANJUN; ZHANG JING TO: LIU WENHAO; PENG SHIFA; LIU WEI; REN GUANGJIE; LU XIAOJIE; XING HUI; LIU LANJUN; ZHANG JING

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090520

Termination date: 20120715