CN208235769U - A kind of LH assembled cast-in-place concrete floor is with exempting from demoulding shell - Google Patents

A kind of LH assembled cast-in-place concrete floor is with exempting from demoulding shell Download PDF

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Publication number
CN208235769U
CN208235769U CN201820766448.8U CN201820766448U CN208235769U CN 208235769 U CN208235769 U CN 208235769U CN 201820766448 U CN201820766448 U CN 201820766448U CN 208235769 U CN208235769 U CN 208235769U
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China
Prior art keywords
shaped iron
exempting
dismantling formwork
place concrete
reinforced mesh
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CN201820766448.8U
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Chinese (zh)
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李凤东
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Tianjin Shengwei Lihua New Building Materials Technology Co., Ltd
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李凤东
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Abstract

The utility model provides a kind of LH assembled cast-in-place concrete floor with exempting from demoulding shell, it is related to assembled architecture floor field comprising non-dismantling formwork, reinforced mesh further include U-shaped iron, it is welded on the reinforced mesh at the top of the U-shaped iron, bottom is welded on the inside of the non-dismantling formwork.Utilization of the utility model to U-shaped iron; non-dismantling formwork and reinforced mesh are fixedly secured; it ensure that thickness of protection tier; enhance integrated member overall stability; and phenomena such as running pulp for occurring when reducing casting concrete, swollen mould generation; main part is set effectively to support external facing weight, to really realize the performance of non-dismantling formwork.

Description

A kind of LH assembled cast-in-place concrete floor is with exempting from demoulding shell
Technical field
This application involves assembled architecture floor technical fields, and in particular to a kind of LH assembled cast-in-place concrete floor use Exempt from demoulding shell.
Background technique
In traditional construction, construction site steel bar meter, assembling reinforcement, formwork supporting plate, casting concrete;Worker is in formwork supporting plate Whether the verticality that Shi Wufa accurately controls wall meets code requirement, and the form removal period is longer, and subsequent construction operation is slow Slowly, result in waste of resources, environmental issue, security risk and Frequent Accidents, labor intensity it is high, mechanization of building operation degree is low, relatively Work efficiency is not high.
Summary of the invention
The technical problem to be solved by the present invention is to provide a kind of floor formworks, and overall stability is high, can reduce The generation of phenomena such as running pulp for occurring when casting concrete, swollen mould.
In order to solve the above-mentioned technical problem, this application discloses a kind of LH assembled cast-in-place concrete floors with exempting from demoulding Shell, including non-dismantling formwork, floor bottom muscle reinforced mesh, U-shaped iron, the U-shaped iron top are welded on the floor bottom muscle steel mesh On piece, bottom are welded on the inside of the non-dismantling formwork.
Further, it is fixed between the non-dismantling formwork and the U-shaped iron by cross recess countersunk head self threading pin.
Further, the cross recess countersunk head self threading pin penetrates on the outside of the non-dismantling formwork and extends to the floor bottom The inside of muscle reinforced mesh.
Further, the distance between described U-shaped iron point-blank is less than 300mm.
Compared with prior art, the application has the advantage that is with beneficial effect:
1, the utility model is made compared to traditional construction, and bottom cement plate is instead of coat of plaster, and no material abrasion waste is again Reach and has exempted to tear effect open;U-shaped iron ensure that thickness of protection tier, enhance integrated member overall stability, and reduce The generation of phenomena such as running pulp for occurring when casting concrete, swollen mould, makes main part effectively support external facing weight, thus really Realize the performance of non-dismantling formwork;
2, the floorslab formwork of this structure is applicable in wide, can be suitable for shear wall structure, frame structure, steel construction, the rural area people With room etc..
Detailed description of the invention
The drawings described herein are used to provide a further understanding of the present application, constitutes part of this application, this Shen Illustrative embodiments and their description please are not constituted an undue limitation on the present application for explaining the application.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the utility model.
Wherein: 1. non-dismantling formworks;2.U sections;3. floor bottom muscle reinforced mesh;4. cross recess countersunk head self threading pin.
Specific embodiment
Presently filed embodiment is described in detail below in conjunction with accompanying drawings and embodiments.
As shown in Figure 1, the utility model provides a kind of LH assembled cast-in-place concrete floor with exempting from demoulding shell, including exempt from Form removal 1, floor bottom muscle reinforced mesh 3, U-shaped iron 2 are welded on the floor bottom muscle reinforced mesh 3 at the top of the U-shaped iron 2, Its bottom is welded on 1 inside of non-dismantling formwork.Wherein, the U-shaped setting of U-shaped iron 2, side plate free end are equipped with and its side plate Free end is vertical and aduncate extended segment, and bottom plate and the non-dismantling formwork 1 are fixed, extended segment and floor bottom concrete steel Muscle mesh sheet 3 is bonded.U-shaped iron 2 ensure that thickness of protection tier and connect to form one with stirrup inside non-dismantling formwork 1 and wall It is whole, hair phenomena such as the swollen mould that occurs when enhancing integrated member overall stability, and reducing casting concrete, running pulp It is raw.
Further, 2 bottom plate of U-shaped iron is equipped with fixation hole, passes through between the non-dismantling formwork 1 and the U-shaped iron 2 Cross recess countersunk head self threading pin 4 is fixed, and integrated member overall stability is enhanced.
Further, the cross recess countersunk head self threading pin 4 penetrates on the outside of the non-dismantling formwork 1 and extends to the floor The inside of bottom muscle reinforced mesh 3 enhances the globality and stability of main structure.
Further, the distance between described U-shaped iron point-blank is less than 300mm.
One embodiment of the utility model is described in detail above, but the content is only the utility model Preferred embodiment should not be considered as limiting the scope of the present invention.It is all to be made according to application scope of the utility model All the changes and improvements etc., should still belong within the patent covering scope of the utility model.

Claims (4)

1. a kind of LH assembled cast-in-place concrete floor is with exempting from demoulding shell, including non-dismantling formwork, floor bottom muscle reinforced mesh, special Sign is: further including U-shaped iron, is welded on the floor bottom muscle reinforced mesh at the top of the U-shaped iron, bottom is welded on described On the inside of non-dismantling formwork.
2. LH assembled cast-in-place concrete floor according to claim 1 is with exempting from demoulding shell, it is characterised in that: described to exempt to tear open It is fixed between template and the U-shaped iron by cross recess countersunk head self threading pin.
3. LH assembled cast-in-place concrete floor according to claim 2 is with exempting from demoulding shell, it is characterised in that: the cross Slot countersunk head self threading pin penetrates and extends to the inside of the floor bottom muscle reinforced mesh on the outside of the non-dismantling formwork.
4. LH assembled cast-in-place concrete floor according to claim 1 is with exempting from demoulding shell, it is characterised in that: straight at one The distance between described U-shaped iron on line is less than 300mm.
CN201820766448.8U 2018-05-22 2018-05-22 A kind of LH assembled cast-in-place concrete floor is with exempting from demoulding shell Active CN208235769U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820766448.8U CN208235769U (en) 2018-05-22 2018-05-22 A kind of LH assembled cast-in-place concrete floor is with exempting from demoulding shell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820766448.8U CN208235769U (en) 2018-05-22 2018-05-22 A kind of LH assembled cast-in-place concrete floor is with exempting from demoulding shell

Publications (1)

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CN208235769U true CN208235769U (en) 2018-12-14

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112323965A (en) * 2020-11-13 2021-02-05 杭州绿锦建筑设计咨询有限公司 Blocking structure of basement equipment room and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112323965A (en) * 2020-11-13 2021-02-05 杭州绿锦建筑设计咨询有限公司 Blocking structure of basement equipment room and construction method thereof
CN112323965B (en) * 2020-11-13 2022-04-29 杭州绿锦建筑设计咨询有限公司 Blocking structure of basement equipment room and construction method thereof

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GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20211115

Address after: 301609 No. 14, Taibo South Road, South District, Jinghai Economic Development Zone, Jinghai District, Tianjin

Patentee after: Tianjin Shengwei Lihua New Building Materials Technology Co., Ltd

Address before: 301600 add 862, No. 7, Xinyuan Road, Hujiayuan village, Jinghai Town, Jinghai District, Tianjin

Patentee before: Li Fengdong

TR01 Transfer of patent right