CN207749699U - Superimposed sheet splicing seams construction based on reinforcement bolt connection - Google Patents
Superimposed sheet splicing seams construction based on reinforcement bolt connection Download PDFInfo
- Publication number
- CN207749699U CN207749699U CN201721775939.0U CN201721775939U CN207749699U CN 207749699 U CN207749699 U CN 207749699U CN 201721775939 U CN201721775939 U CN 201721775939U CN 207749699 U CN207749699 U CN 207749699U
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- Prior art keywords
- folding plate
- concrete folding
- lacing wire
- concrete
- superimposed sheet
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Abstract
The utility model discloses a kind of superimposed sheet splicing seams constructions based on reinforcement bolt connection, include the connecting elements being connected between the first concrete folding plate and the second concrete folding plate, connecting elements includes the double lacing wire being arranged on the right side of the first concrete folding plate, the single lacing wire being arranged on the left of the second concrete folding plate and the bolt being arranged between double lacing wire and single lacing wire；It is prefabricated with more steel bar stresses in the lower part of the first concrete folding plate and the second concrete folding plate, it is both provided with the lattice muscle being connected respectively with the first concrete folding plate and the second concrete folding plate above the first concrete folding plate and the second concrete folding plate, lattice is provided in lattice muscle and indulges muscle.The superimposed sheet splicing seams construction based on reinforcement bolt connection of the utility model, assembly is convenient, make connection between superimposed sheet more securely, globality it is stronger, splicing seams can be connected as an entirety after pouring, improve integrally-built anti-seismic performance.
Description
Technical field
The utility model is related to construction engineering technical fields, more particularly to a kind of superimposed sheet based on reinforcement bolt connection
Splicing seams construct.
Background technology
In existing assembled architecture field of engineering technology, cast-in-place architectural mode is changed by prefabrication, scene
The assembled integral architectural mode of assembling, it has also become the mission of modern architecture practitioner.Laminated floor slab is applied more and more extensive,
Wherein, laminated floor slab mainly has ordinary flat type prestressed concrete laminated floor slab, prefabricated prestressed concrete overlapped slab with ribbing
With regular reinforcement truss and version, the traditional method of laminated floor slab mainly has reinforcement welding or mechanical connection, this connection at present
Mode complexity, long construction period and the reliability of splicing cannot be guaranteed, in the superimposed sheet of industrialization is prefabricated, superimposed sheet
Between splicing seams junction usually because construction method is improper or construction setting it is unreasonable caused by splicing seams problems of crack.Shadow
Ring the extensive use for having arrived superimposed sheet.
Utility model content
In view of the deficiencies in the prior art or insufficient, the utility model innovatively proposes a kind of based on reinforcing bar spiral shell
Tether the superimposed sheet splicing seams construction connect, it is reasonable design, assembled convenient, make connection between superimposed sheet more securely, globality
Stronger, splicing seams can be connected as an entirety after pouring, improve integrally-built anti-seismic performance.
What the technical solution of the utility model was realized in：
Superimposed sheet splicing seams construction based on reinforcement bolt connection, includes the first concrete folding plate and the second concrete
Superimposed sheet is connected between first concrete folding plate and the second concrete folding plate by multiple connecting elements, institute
Connecting elements is stated to include the double lacing wire being arranged on the right side of the first concrete folding plate, be arranged on the left of the second concrete folding plate
Single lacing wire and the bolt that is arranged between double lacing wire and single lacing wire, the side of the double lacing wire be placed in the first coagulation
In native superimposed sheet, the other side of the double lacing wire is mutually fixed with bolt, and the side of the single lacing wire is placed in the second concrete
In superimposed sheet, the other side of the single lacing wire is mutually fixed with bolt；In first concrete folding plate and the second concrete
The lower part of superimposed sheet is prefabricated with more steel bar stresses, and the steel bar stress includes longitudinal reinforcement arranged in a crossed manner and lateral steel
Muscle；Be both provided with above first concrete folding plate and the second concrete folding plate respectively with the first concrete folding
The lattice muscle that plate and the second concrete folding plate are connected is provided with lattice in the lattice muscle and indulges muscle.
Preferably, it is 200mm that the side of the double lacing wire, which is placed in the depth in the first concrete folding plate, described single
It is 200mm that the side of lacing wire, which is placed in the depth in the second concrete folding plate,.
Preferably, length direction of the connecting elements along first concrete folding plate and the second concrete folding plate
There are five settings.
Preferably, being provided with below first concrete folding plate and the second concrete folding plate splicing seams prevents
The formwork for placing of spillage.
Compared with prior art, the beneficial effects of the utility model are：
The utility model discloses a kind of superimposed sheet splicing seams constructions based on reinforcement bolt connection, wherein connecting elements
Including the double lacing wire being arranged on the right side of the first concrete folding plate, the single lacing wire being arranged on the left of the second concrete folding plate
And the bolt being arranged between double lacing wire and single lacing wire, the above-mentioned side for being spliced superimposed sheet at the scene using connecting elements
Formula, it is efficient and convenient, simplify the operational procedures such as a large amount of reinforcement welding and mechanical connection, it is only necessary to by hand plus be bolted
It completes, improves work efficiency, more save the time of fabricated construction；The novel superimposed sheet splicing seams construction can make
Connection between superimposed sheet is more secured, and globality is stronger, and splicing seams can be connected as an entirety after pouring, not only increase
Integrally-built anti-seismic performance, and improve the total quality of superimposed sheet.
The superimposed sheet splicing seams construction based on reinforcement bolt connection of the utility model, reasonable design, assembly are convenient, make to fold
Connection between plywood more securely, globality it is stronger, can be promoted the use of in industry, there is good promotional value.
Description of the drawings
Fig. 1 is structural representation Fig. 1 of the utility model；
Fig. 2 is structural representation Fig. 2 of the utility model；
Fig. 3 is the vertical view of the utility model；
Fig. 4 is the structural schematic diagram of connecting elements in the utility model；
Reference numeral：
1, the first concrete folding plate；2, the second concrete folding plate；3, double lacing wire；4, single lacing wire；5, bolt；6、
Longitudinal reinforcement；7, lattice muscle；8, lattice indulges muscle；9, formwork for placing.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without creative efforts
The every other embodiment obtained, shall fall within the protection scope of the present invention.
If attached drawing 1 to 4 shows, the utility model provides a kind of superimposed sheet splicing seams construction connected based on reinforcement bolt,
Include the first concrete folding plate 1 and the second concrete folding plate 2, in first concrete folding plate, 1 and second coagulation
It is connected by connecting elements between native superimposed sheet 2, the connecting elements is along first concrete folding plate, 1 and second coagulation
There are five the length direction settings of native superimposed sheet 2, and the connecting elements includes being arranged in the double of 1 right side of the first concrete folding plate
Row's lacing wire 3, be arranged the left side of the second concrete folding plate 2 single lacing wire 3 and setting double lacing wire 3 and single lacing wire 4 it
Between bolt 5, the side of the double lacing wire 3 is placed in the first concrete folding plate 1, and the side of the double lacing wire 3 is placed in
Depth in first concrete folding plate 1 is 200mm, and the other side and 5 phase of bolt of the double lacing wire 3 are fixed, described single
The side of lacing wire 4 is placed in the second concrete folding plate 2, and the side of the single lacing wire 4 is placed in the second concrete folding plate 2
Depth be 200mm, the other side and 5 phase of bolt of the single lacing wire 4 are fixed.
Wherein, more stress are prefabricated in the lower part of first concrete folding plate, 1 and second concrete folding plate 2
Reinforcing bar, the steel bar stress include longitudinal reinforcement 6 and transverse steel arranged in a crossed manner, enhance 1 He of the first concrete folding plate
The integral strength of second concrete folding plate 2；In the top of first concrete folding plate, 1 and second concrete folding plate 2
It is both provided with the lattice muscle 7 being connected respectively with the first concrete folding plate 1 and the second concrete folding plate 2, in the lattice
It is provided with lattice in muscle 7 and indulges muscle 8, is set below 1 and second concrete folding plate of the first concrete folding plate, 2 splicing seams
It is equipped with the formwork for placing 9 of mortar leakage prevention.
As shown in Fig. 2 and 3, between first concrete folding plate, 1 and second concrete folding plate 2 splicing seams width
For 150mm, connecting elements at 5 is set altogether at splicing seams, to ensure the intensity of section portion connecting elements, connecting elements is set to
At the 150mm of end, connecting elements, remaining two centre position for being separately positioned on each section are set among splicing seams.
The preferred embodiment of the upper only utility model, is not intended to limit the utility model, all in this practicality
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (4)
1. the superimposed sheet splicing seams construction based on reinforcement bolt connection includes that the first concrete folding plate and the second concrete are folded
Plywood, it is characterised in that：Pass through multiple connecting elements between first concrete folding plate and the second concrete folding plate
It is connected, the connecting elements includes the double lacing wire being arranged on the right side of the first concrete folding plate, is arranged in the second concrete
Single lacing wire on the left of superimposed sheet and the bolt being arranged between double lacing wire and single lacing wire, a side of the double lacing wire
Enter in the first concrete folding plate, the other side of the double lacing wire is mutually fixed with bolt, the side merging of the single lacing wire
In second concrete folding plate, the other side of the single lacing wire is mutually fixed with bolt；In first concrete folding plate and
The lower part of second concrete folding plate is prefabricated with more steel bar stresses, and the steel bar stress includes longitudinal reinforcement arranged in a crossed manner
And transverse steel；It is both provided with above first concrete folding plate and the second concrete folding plate mixed with first respectively
The lattice muscle that solidifying soil superimposed sheet and the second concrete folding plate are connected is provided with lattice in the lattice muscle and indulges muscle.
2. the superimposed sheet splicing seams construction according to claim 1 based on reinforcement bolt connection, it is characterised in that：It is described double
The side for arranging lacing wire is placed in the depth in the first concrete folding plate as 200mm, and the side merging second of the single lacing wire is mixed
Depth in solidifying soil superimposed sheet is 200mm.
3. the superimposed sheet splicing seams construction according to claim 1 based on reinforcement bolt connection, it is characterised in that：The company
Connection member along the length direction of first concrete folding plate and the second concrete folding plate be arranged there are five.
4. the superimposed sheet splicing seams construction according to claim 1 based on reinforcement bolt connection, it is characterised in that：Described
The formwork for placing of mortar leakage prevention is provided with below first concrete folding plate and the second concrete folding plate splicing seams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721775939.0U CN207749699U (en) | 2017-12-19 | 2017-12-19 | Superimposed sheet splicing seams construction based on reinforcement bolt connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721775939.0U CN207749699U (en) | 2017-12-19 | 2017-12-19 | Superimposed sheet splicing seams construction based on reinforcement bolt connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207749699U true CN207749699U (en) | 2018-08-21 |
Family
ID=63149534
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721775939.0U Expired - Fee Related CN207749699U (en) | 2017-12-19 | 2017-12-19 | Superimposed sheet splicing seams construction based on reinforcement bolt connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207749699U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409805A (en) * | 2019-07-25 | 2019-11-05 | 标龙建设集团有限公司 | A kind of assembled architecture concreting method based on BIM |
-
2017
- 2017-12-19 CN CN201721775939.0U patent/CN207749699U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409805A (en) * | 2019-07-25 | 2019-11-05 | 标龙建设集团有限公司 | A kind of assembled architecture concreting method based on BIM |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180821 Termination date: 20181219 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |