CN206917012U - Assembly concrete lining structural assembly - Google Patents

Assembly concrete lining structural assembly Download PDF

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Publication number
CN206917012U
CN206917012U CN201720005470.6U CN201720005470U CN206917012U CN 206917012 U CN206917012 U CN 206917012U CN 201720005470 U CN201720005470 U CN 201720005470U CN 206917012 U CN206917012 U CN 206917012U
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China
Prior art keywords
reinforcing bar
truss
assembly
template
construction
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Active
Application number
CN201720005470.6U
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Chinese (zh)
Inventor
林国海
林宣佐
翟洪远
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Harbin Hongsheng House Energy Saving System R&D Center
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Harbin Hongsheng House Energy Saving System R&D Center
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Priority to CN201720005470.6U priority Critical patent/CN206917012U/en
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Publication of CN206917012U publication Critical patent/CN206917012U/en
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Abstract

Provided by the utility model is a kind of assembly concrete lining structural assembly.Including truss, connection reinforcing bar, inner template and exterior sheathing, bar connecting is integral by connecting for the truss that a row is equally spaced, and inner template and exterior sheathing are respectively mounted by engaging bolts the both sides for being fixed on truss.The utility model completes the processes such as template, laying reinforcing bar of setting up during building concrete wall construction by way of ground assembles, solid construction is changed to plane construction, difficulty of construction can be not only reduced, and speed of application can be improved, is more beneficial for reducing construction cost.The both ends of the utility model connection reinforcing bar are connected with the reinforcing bar of wall or framework, linked into an integrated entity between the inner wall and wall or framework that are formed,, can disaster of the strenuous vibration such as effectively pre- earthquake-proof when occurring caused by wall decortication, interior wall collapse with more preferable anti seismic efficiency.

Description

Assembly concrete lining structural assembly
Technical field
The utility model relates to a kind of construction material, specifically a kind of structure for building construction interior wall Material.
Background technology
The mode of the interior wall generally use concrete block masonry of building is built at present, the interior wall which is built into, it is also necessary to enter Row such as is plastered at the subsequent construction process, causes that its complicated construction technique, cycle are long, cost is high.The interior wall that particularly which is built into It is not connected between building load-bearing main body, once running into the strenuous vibrations such as earthquake, wall will occurs and the calamity such as peel, collapse Evil.
Among the construction technology of poured in place concrete is referred into inner wall of building construction, building can be undoubtedly improved Anti-seismic performance.But the construction technology of common poured in place concrete needs scene to set up template, laying reinforcing bar, pours mixed The multiple working procedures such as solidifying soil, will cause that the construction speed of building is slow, cost increases.
The content of the invention
The purpose of this utility model is to provide a kind of anti-seismic performance that can strengthen building, accelerates speed of application, drop The assembly concrete lining structural assembly of low cost.
What the purpose of this utility model was realized in:Including truss, connection reinforcing bar, inner template and exterior sheathing a, row etc. The truss of spacing arrangement is integral by connecting bar connecting, and inner template and exterior sheathing are respectively mounted by engaging bolts and are fixed on truss Both sides.
The utility model can also include:
1st, the connection reinforcing bar includes the lateral connection reinforcing bar being connected with truss and connected with the right-angled intersection of lateral connection reinforcing bar The longitudinally connected reinforcing bar connect.
2nd, the truss is made up of two angle steel and the junction steel plate being connected between two angle steel.
3rd, the connecting plate of two angle steel ends includes upper and lower two layers.
4th, the middle part at the back side of two angle steel and upper and lower ends are set up respectively puts junction steel plate.
The utility model using ground assemble by the way of by the truss that a row is equally spaced by connect bar connecting into One, then inner template and exterior sheathing are respectively mounted by engaging bolts to the both sides for being fixed on truss, form assembly concrete interior wall Plate structural assembly.After being lifted in place by the way of the on-site hoisting, both ends and wall or the reinforcing bar of framework of reinforcing bar are connected It is connected, the casting concrete between inner template and exterior sheathing, you can form the interior wall of building.
The processes such as template, laying reinforcing bar of setting up during building concrete wall construction are passed through ground by the utility model The mode of face assembling is completed, and solid construction is changed into plane construction, can not only reduce difficulty of construction, and can improve construction Speed, it is more beneficial for reducing construction cost.
The both ends of the utility model connection reinforcing bar are connected with the reinforcing bar of wall frame, the inner wall formed and wall or Linked into an integrated entity between framework, there is more preferable anti seismic efficiency, can the strenuous vibration such as effectively pre- earthquake-proof when occurring due to wall Decortication, interior wall are collapsed caused disaster.
Brief description of the drawings
Fig. 1 is this practical structural representation.
Fig. 2 is the structural representation of truss.
Fig. 3 be the truss that is equally spaced of a row by connect bar connecting it is integral after structural representation.
Fig. 4 is Fig. 1 profile(During non-casting concrete).
Fig. 5 is Fig. 1 profile(After casting concrete).
Embodiment
Illustrate below for a more detailed description to the utility model.
With reference to Fig. 1, composition of the present utility model includes truss 1, connection reinforcing bar, inner template 3 and exterior sheathing 4, between a row waits Truss away from arrangement is integral by connecting bar connecting, and inner template and exterior sheathing are respectively mounted by engaging bolts 6 and are fixed on truss Both sides.
With reference to Fig. 2, truss is made up of two angle steel 1-1 and the connecting plate being connected between two angle steel.In order to improve purlin The intensity of frame, two layers of connecting plate is set, i.e., in two angle steel end set upper strata connecting plate 1-2 and lower floor connecting plate 1-3, centre Part spaced set upper strata connecting plate 1-2.The middle part of two angle steel can also increase by one to two lower connecting plate 1-3.
With reference to Fig. 3, connecing reinforcing bar includes the horizontal connection reinforcing bar 4 be connected with truss and is connected with horizontal connection reinforcing bar right-angled intersection The edge of inner template and exterior sheathing is stretched out at vertical connection reinforcing bar 5, the both ends for connecting reinforcing bar in length and breadth.
With reference to Fig. 4 and Fig. 5, formed between inner template and exterior sheathing, concreting cavity, after lifting is completed, poured Concrete seven, concrete and truss, it is connected reinforcing bar, inner template and exterior sheathing and forms integral interior wall structure.

Claims (5)

1. a kind of assembly concrete lining structural assembly, including truss, connection reinforcing bar, inner template and exterior sheathing, its feature It is:The truss that one row is equally spaced is integral by connecting bar connecting, and inner template and exterior sheathing are respectively mounted by engaging bolts It is fixed on the both sides of truss.
2. assembly concrete lining structural assembly according to claim 1, it is characterized in that:The connection reinforcing bar includes The horizontal connection reinforcing bar being connected with truss and the vertical connection reinforcing bar with horizontal connection reinforcing bar right-angled intersection connection, connect the two of reinforcing bar in length and breadth The edge of inner template and exterior sheathing is stretched out at end.
3. assembly concrete lining structural assembly according to claim 1 or 2, it is characterized in that:The truss is by two Root angle steel and the connecting plate being connected between two angle steel are formed.
4. assembly concrete lining structural assembly according to claim 3, it is characterized in that:The company of two angle steel ends Fishplate bar includes upper and lower two layers.
5. assembly concrete lining structural assembly according to claim 4, it is characterized in that:Set in the middle part of two angle steel Put one to two lower connecting plate.
CN201720005470.6U 2017-01-04 2017-01-04 Assembly concrete lining structural assembly Active CN206917012U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720005470.6U CN206917012U (en) 2017-01-04 2017-01-04 Assembly concrete lining structural assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720005470.6U CN206917012U (en) 2017-01-04 2017-01-04 Assembly concrete lining structural assembly

Publications (1)

Publication Number Publication Date
CN206917012U true CN206917012U (en) 2018-01-23

Family

ID=61310168

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720005470.6U Active CN206917012U (en) 2017-01-04 2017-01-04 Assembly concrete lining structural assembly

Country Status (1)

Country Link
CN (1) CN206917012U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106760073A (en) * 2017-01-04 2017-05-31 哈尔滨鸿盛房屋节能体系研发中心 Assembly concrete lining structural assembly

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106760073A (en) * 2017-01-04 2017-05-31 哈尔滨鸿盛房屋节能体系研发中心 Assembly concrete lining structural assembly

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