CN213806000U - Cast-in-place foam concrete partition wall of cement pressure plate - Google Patents

Cast-in-place foam concrete partition wall of cement pressure plate Download PDF

Info

Publication number
CN213806000U
CN213806000U CN202022687372.XU CN202022687372U CN213806000U CN 213806000 U CN213806000 U CN 213806000U CN 202022687372 U CN202022687372 U CN 202022687372U CN 213806000 U CN213806000 U CN 213806000U
Authority
CN
China
Prior art keywords
pressure plate
cement pressure
fossil fragments
partition wall
cast
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.)
Active
Application number
CN202022687372.XU
Other languages
Chinese (zh)
Inventor
孟敬萍
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.)
China Shanxi Sijian Group Co Ltd
Original Assignee
China Shanxi Sijian Group Co Ltd
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 China Shanxi Sijian Group Co Ltd filed Critical China Shanxi Sijian Group Co Ltd
Priority to CN202022687372.XU priority Critical patent/CN213806000U/en
Application granted granted Critical
Publication of CN213806000U publication Critical patent/CN213806000U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Building Environments (AREA)

Abstract

The utility model belongs to the technical field of the infilled wall construction, the problem of using among the prior art to evaporate and press aerated concrete block, high-accuracy building block, the traditional technology efficiency of building by laying bricks or stones the packing is low, the cost is high, and the loss of material is big is solved, a cast-in-place foam concrete partition wall of cement pressure plate is provided, vertical fossil fragments including arranging the setting, relative ground parallel arrangement's horizontal fossil fragments, vertical fossil fragments and the crisscross setting of horizontal fossil fragments, set up the cement pressure plate around the frame outside of fossil fragments formation, set up the opening on the cement pressure plate on top, crisscross a plurality of packing rooms that form between vertical fossil fragments and the horizontal fossil fragments, it has the foam concrete obturator to fill between the room. The utility model discloses a cast-in-place foam concrete partition wall of cement pressure plate changes the traditional handicraft that uses to evaporate and press aerated concrete piece, high-precision building block, brick, utilizes and to have enough to meet the need the material to accelerate the construction, reduces the material loss.

Description

Cast-in-place foam concrete partition wall of cement pressure plate
Technical Field
The utility model belongs to the technical field of the infilled wall construction, concretely relates to cast-in-place foam concrete partition wall of cement pressure plate.
Background
In frame structures and shear wall structures, for the construction of filler walls, autoclaved aerated concrete blocks, high-precision blocks, bricks and the like are generally used for building and filling in the industry.
The process meets the national requirements of energy conservation and consumption reduction, but has low efficiency, high cost and large material loss.
SUMMERY OF THE UTILITY MODEL
Low, the cost is high, and the big not enough of loss of material to prior art efficiency, the utility model aims to provide a cast-in-place foam concrete partition wall of cement pressure plate changes the traditional handicraft of using to evaporate to press building by laying bricks or stones the packing such as aerated concrete block, high-accuracy building block, brick, utilizes can have enough to meet the need the material to accelerate the construction, has reduced the material loss.
In order to realize the above-mentioned purpose, the utility model discloses a following technical scheme, a cast-in-place foam concrete partition wall of cement pressure plate, including arranging vertical keel, the relative ground parallel arrangement's that sets up horizontal fossil fragments, vertical keel and the crisscross setting of horizontal fossil fragments set up the cement pressure plate around the frame outside that the fossil fragments formed, set up the opening on the cement pressure plate on top, crisscross a plurality of packing rooms that form between vertical keel and the horizontal fossil fragments, it has the foam concrete obturator to fill between the room.
Furthermore, the foam concrete filling body is LC6.0 foam concrete.
Further, the interval between the vertical keel is 60cm, and the distance between the horizontal keel is 50 cm.
Furthermore, the vertical keel and the transverse keel are connected with the cement pressure plate by adopting an angle connector and an expansion bolt.
Further, the vertical keels and the transverse keels are 75-type light steel keels.
Further, the cement pressure plate is of a double-layer structure and is fixed in a staggered joint mode, and the thickness of a single layer is 12 mm.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a cast-in-place foam concrete partition wall of cement pressure plate: the traditional process of using autoclaved aerated concrete blocks, high-precision building blocks and bricks is changed, and recyclable materials are utilized to accelerate construction, reduce material loss and ensure quality.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a perspective view of a mounting structure of an embodiment of the present invention;
fig. 2 is a sectional view of a partial structure of an embodiment of the present invention.
In the figure: 1-vertical keel; 2-transverse keel; 3-cement pressure plate; 3.1-opening; 4-a filling chamber; 5-foam concrete filling; 6-connecting piece.
Detailed Description
The technical solutions in the embodiments of the present invention are clearly and completely described in conjunction with the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the scope protected by the present invention.
It should be understood that the structures, ratios, sizes, etc. shown in the drawings attached to the present specification are only used for matching the contents disclosed in the specification, so as to be understood and read by those skilled in the art, and are not used for limiting the practical limitations of the present invention, so that they do not have the essential technical meaning, and any modification of the structures, changes of the ratio relationships, or adjustment of the sizes should still fall within the scope of the technical contents disclosed in the present invention without affecting the efficacy and the achievable purpose of the present invention. It is noted that, in this specification, relational terms such as first and second, and the like are used solely to distinguish one entity from another entity without necessarily requiring or implying any actual such relationship or order between such entities.
The utility model provides a pair of embodiment: referring to fig. 1 and 2, the cement pressure plate cast-in-place foam concrete partition wall comprises vertical keels 1 arranged in a row and transverse keels 2 arranged in parallel relative to a foundation, wherein the vertical keels 1 and the transverse keels 2 are arranged in a staggered mode, a cement pressure plate 3 is arranged on the outer side of a frame formed by surrounding the keels, an opening 3.1 is formed in the cement pressure plate 3 at the top end, the opening 3.1 is a space of 12-20cm and used as a dust filling opening and a ventilation opening for pouring foam concrete, the partition wall is guaranteed to be completely filled, a plurality of filling chambers 4 are formed between the vertical keels 1 and the transverse keels 2 in a staggered mode, and foam concrete filling bodies 5 are filled between the filling chambers 4.
The foam concrete filler 5 is LC6.0 foam concrete. The foam concrete has the effects of sound insulation and heat preservation, and the heat conductivity coefficient effect building blocks are smaller, so that the heat preservation and sound insulation effects of the filler wall can be better ensured.
The distance between the vertical keels 1 is 60cm, and the distance between the transverse keels 2 is 50 cm.
The vertical keel 1 and the horizontal keel 2 are connected with a cement pressure plate 3 by adopting an angle connector and an expansion bolt.
The vertical keel 1 and the transverse keel 2 are 75 type light steel keels. The vertical keels 1 in the same row are connected through a connecting piece 6.
The cement pressure plate 3 is of a double-layer structure and is fixed by staggered joints, and the thickness of a single layer is 12 mm.
The construction method comprises the following specific steps:
1. at the site designed as a filler wall, the snapping line and 20 control lines.
2. Processing a light steel keel partition wall by using expansion bolts and inclined struts as supports along the side lines of the filler wall; the surface layer is fixed by adopting double-layer water-mixed pressure plates 3 in a staggered joint mode, and the strength is guaranteed.
3. An opening 3.1 with the length of 12cm-20cm is reserved at the top, and a foam concrete filling body 4 is poured.
4. And after the foam concrete filling body 4 is stable in strength, inserting bricks obliquely at the top.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention should be covered by the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (6)

1. The utility model provides a cast-in-place foam concrete partition wall of cement pressure plate which characterized in that: including arranging vertical fossil fragments (1), the horizontal fossil fragments (2) of relative ground parallel arrangement that set up, vertical fossil fragments (1) set up with horizontal fossil fragments (2) are crisscross, set up cement pressure plate (3) around the frame outside that the fossil fragments formed, set up opening (3.1) on the cement pressure plate (3) on top, crisscross formation a plurality of packing rooms (4) between vertical fossil fragments (1) and horizontal fossil fragments (2), it has foam concrete obturator (5) to fill between the room (4).
2. The cement pressure plate cast-in-place foamed concrete partition wall of claim 1, wherein: the foam concrete filling body (5) is LC6.0 foam concrete.
3. The cement pressure plate cast-in-place foamed concrete partition wall of claim 1, wherein: the distance between the vertical keels (1) is 60cm, and the distance between the transverse keels (2) is 50 cm.
4. The cement pressure plate cast-in-place foamed concrete partition wall of claim 1, wherein: the vertical keel (1) and the transverse keel (2) are connected with the cement pressure plate (3) through angle connectors and expansion bolts.
5. The cement pressure plate cast-in-place foamed concrete partition wall of claim 4, wherein: the vertical keel (1) and the transverse keel (2) are 75-type light steel keels.
6. A cement pressure plate cast-in-place foamed concrete partition wall according to any one of claims 1 to 5, wherein: the cement pressure plate (3) is of a double-layer structure and is fixed in a staggered joint mode, and the thickness of a single layer is 12 mm.
CN202022687372.XU 2020-11-19 2020-11-19 Cast-in-place foam concrete partition wall of cement pressure plate Active CN213806000U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022687372.XU CN213806000U (en) 2020-11-19 2020-11-19 Cast-in-place foam concrete partition wall of cement pressure plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022687372.XU CN213806000U (en) 2020-11-19 2020-11-19 Cast-in-place foam concrete partition wall of cement pressure plate

Publications (1)

Publication Number Publication Date
CN213806000U true CN213806000U (en) 2021-07-27

Family

ID=76936149

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022687372.XU Active CN213806000U (en) 2020-11-19 2020-11-19 Cast-in-place foam concrete partition wall of cement pressure plate

Country Status (1)

Country Link
CN (1) CN213806000U (en)

Similar Documents

Publication Publication Date Title
CN103174252B (en) A kind of self-insulation quake-proof building block and application process
WO2015192764A1 (en) Hollow building block and wall built by using same
CN109024913A (en) Assembled self-insulating building block system and application method
CN206128374U (en) A body structure right angle wall body mortar module and right angle wall body of pouring into a mould with wall body module
CN2592751Y (en) Light reinforced concrete dense-rib sandwich board
CN213806000U (en) Cast-in-place foam concrete partition wall of cement pressure plate
CN211058127U (en) Low heat transfer special-shaped hollow brick
CN206888329U (en) A kind of autoclaved aerated building block of high intensity
CN102127940A (en) Honeycomb structure wall body
CN102635193A (en) H-shaped cross bore chain-type concrete block
CN202370151U (en) Self-thermal-insulation earthquake-proof building block
CN201593254U (en) Wall body with honeycomb structure
CN105201122A (en) Transverse-hole building block used for building wall
CN201704856U (en) Z-type concrete-cored heat insulation building block
CN2869183Y (en) Special non-straight-seam concrete thermal insulating exposed wall block
CN109505422B (en) Reinforcing method for ancient building wall
CN2599105Y (en) Ball type structure insulated hollow brick
CN201649424U (en) Sandwich type groove heat-insulating building block
CN201588338U (en) Multi-hole sandwich glue sand temperature-preserving building block
CN111411731A (en) Vertical hole grouting type building block and construction process thereof
CN2880956Y (en) External wall heat insulation structure
CN2898161Y (en) Thermal-insulating building block
CN1257332C (en) Thermal insulation hollow brick having ball-type structure
CN2093874U (en) Cavity wall made of reinforced concrete
CN218814536U (en) Large-mixing-amount straw concrete block wall for rural residences in cold regions

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant