CN110242049A - The interim bracket assembly and interim rest method that superimposed sheet is connect with beam or wall - Google Patents
The interim bracket assembly and interim rest method that superimposed sheet is connect with beam or wall Download PDFInfo
- Publication number
- CN110242049A CN110242049A CN201910360881.0A CN201910360881A CN110242049A CN 110242049 A CN110242049 A CN 110242049A CN 201910360881 A CN201910360881 A CN 201910360881A CN 110242049 A CN110242049 A CN 110242049A
- Authority
- CN
- China
- Prior art keywords
- wall
- pressure pin
- superimposed sheet
- connect
- hole
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000011120 plywood Substances 0.000 claims description 3
- 230000010485 coping Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 230000000712 assembly Effects 0.000 abstract description 2
- 238000000429 assembly Methods 0.000 abstract description 2
- 238000004064 recycling Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000009469 supplementation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms
Abstract
The invention proposes the interim bracket assemblies that a kind of superimposed sheet is connect with beam or wall, including at least two pressure pins, several rod pieces and several fasteners；A portion pressure pin, the first side of interim rest Yu Yigen beam or a face wall；Remaining pressure pin, second side of interim rest Yu Yigen beam or a face wall；First side and second side are opposite side；Pressure pin is contacted with the bottom of superimposed sheet；Several holes with rod piece cooperation are provided on pressure pin；Hole is correspondingly arranged with the preformed hole on wall or beam；Fastener and rod piece cooperate, for pressure pin to be fixed on wall or beam.This invention simplifies the constructions of scaffold to set up, and the operation is simple and flexible, detachably with recycling.Meanwhile when superimposed sheet curtailment, pressure pin plays the template action served as between the gap between superimposed sheet and wall or beam, and after the cast-in-place concrete on superimposed sheet pours, this gap is filled automatically.The interim rest method that the invention also provides superimposed sheets to connect with beam or wall.
Description
Technical field
A kind of connect the invention belongs to technical field of buildings more particularly to superimposed sheet with beam or wall interim bracket assembly and
Interim rest method.
Background technique
With the development of industry and civil buildings, excellent floor, superimposed sheet are largely used in assembled architecture, are applicable in
In shear wall structure system and frame structure system.However, needing a large amount of scaffolds folded for rest during being laid with superimposed sheet
Plywood bottom inevitably causes the cumbersome, construction cost of process construction to increase.In addition, when superimposed sheet curtailment, overlapping
Gap processing between plate and beam or wall, requires supplementation with formwork supporting plate, takes a lot of work very much.
Summary of the invention
The interim bracket assembly being connect the purpose of the present invention is to provide a kind of superimposed sheet with beam or wall and interim rest side
Method, it is the interim bracket assembly economy, easy for construction and reusable.To achieve the above object, the technology used in the present invention
Scheme are as follows:
A kind of interim bracket assembly that superimposed sheet is connect with beam or wall, if including at least two pressure pins, several rod pieces and
Dry fastener；
Wherein, pressure pin described in a portion, the first side of interim rest Yu Yigen beam or a face wall；The remaining support
Bar, second side of interim rest Yu Yigen beam or a face wall；First side and second side are opposite side；The pressure pin and overlapping
The bottom of plate contacts；
Several holes with rod piece cooperation are provided on the pressure pin；Preformed hole pair on described hole and wall or beam
It should be arranged；
The fastener and the rod piece cooperate, for the pressure pin to be fixed on wall or beam.
Preferably, the pressure pin is located at the beam or coping；The drawbar is set along the length direction of the beam or wall
It sets.
Preferably, the hole on the pressure pin is arranged and is located along the same line along the length direction of the wall or beam.
Preferably, the hole on the pressure pin is hardy hole；Described hole includes upper hole and is connected to down with the upper hole
Hole；The section in the upper hole is greater than the section of the fastener；The section of the lower opening is greater than the section of the rod piece.
Preferably, the top of the pressure pin is contacted with superimposed sheet；The length of the length direction of the pressure pin and the superimposed sheet
It is vertical to spend direction
Preferably, the pressure pin is C-type steel, L-type steel, square tube or rectangular tube.
Preferably, the rod piece is screw rod.
The present invention has also been proposed a kind of interim rest method that superimposed sheet is connect with beam or wall, using above-mentioned superimposed sheet with
Beam or the interim bracket assembly of wall connection, include the following steps:
Step S1: the fastener is set in one end of the rod piece；
Step S2: the other end of the rod piece is sequentially passed through the hole and preformed hole on the pressure pin；
Step S3: adjusting the pressure pin and tightens nut, and superimposed sheet is placed on the pressure pin.
A kind of interim rest method that the invention also provides superimposed sheets to connect with beam or wall, using above-mentioned superimposed sheet with
Beam or the interim bracket assembly of wall connection, include the following steps:
At least two pressure pins: being separately positioned on the two sides of the beam or wall by step S1, adjusts the pressure pin until with folded
The bottom surface of plywood contacts, the preformed hole being aligned on the hole on the pressure pin and the beam or wall；
Step S2: the rod piece is also cross the hole and the preformed hole on the pressure pin；
Step S3: the fastener is set on the rod piece and is tightened；Superimposed sheet is placed on the pressure pin.
A kind of interim rest method that the invention also provides superimposed sheets to connect with beam or wall, using above-mentioned superimposed sheet with
Beam or the interim bracket assembly of wall connection, include the following steps:
Step S1: one end of the rod piece is passed through into the preformed hole；
Step S2: pressure pin is separately positioned on to the two sides of the beam or wall；The hole on the pressure pin is set in simultaneously
The other end of the rod piece；
Step S3: adjusting the pressure pin, and the fastener is set on the rod piece and is tightened later, superimposed sheet is put
It sets on the pressure pin.
Compared with prior art, advantages of the present invention are as follows: the construction for simplifying scaffold is set up, and the operation is simple and flexible, should
Interim bracket assembly can be dismantled lower and reuse, save material after floor (superimposed sheet) pours completion.Meanwhile when
When superimposed sheet curtailment, pressure pin plays the template action served as between the gap between superimposed sheet and wall or beam, works as superimposed sheet
On cast-in-place concrete pour after, this gap is filled automatically.
Detailed description of the invention
Fig. 1 (a)~(b) is the two of the interim bracket assembly that the superimposed sheet of one embodiment of the invention is connect with beam, wall respectively
Kind usage state diagram；
Fig. 2 is a diagrammatic cross-section of Fig. 1 (a)；
Fig. 3 is the another diagrammatic cross-section of Fig. 1 (a)；
Fig. 4 is the structural schematic diagram of pressure pin in Fig. 1；
Fig. 5 (a)~(b) is two kinds of structural schematic diagrams of superimposed sheet in Fig. 1.
Wherein, 1- wall, 2- superimposed sheet, 3- pressure pin, 4- rod piece, 5- fastener, the first reinforcing bar of 6-, the second reinforcing bar of 7-, 8-
Three reinforcing bars, 9- hole.
Specific embodiment
A kind of superimposed sheet of the invention is connect with beam or wall below in conjunction with schematic diagram interim bracket assembly and interim
Rest method is described in more detail, and which show the preferred embodiment of the present invention, it should be appreciated that those skilled in the art
Invention described herein can be modified, and still realizes advantageous effects of the invention.Therefore, following description should be understood as
For the widely known of those skilled in the art, and it is not intended as limitation of the present invention.
As shown in Fig. 1 (a)~(b), Fig. 2, Fig. 3, a kind of interim bracket assembly that superimposed sheet 2 is connect with beam or wall 1, including
At least two pressure pins 3, several rod pieces 4 and several fasteners 5；Wherein, a portion pressure pin 3, interim rest Yu Yigen beam
Or one face wall 1 the first side；Remaining pressure pin 3, second side of interim rest Yu Yigen beam or a face wall 1；First side and second side
For opposite side；Several holes 9 cooperated with rod piece 4 are provided on pressure pin 3, as shown in Figure 4；It is reserved on hole 9 and wall 1 or beam
Hole is correspondingly arranged；Wherein, the size and spacing of preformed hole are according to calculating force request setting；Fastener 5 and rod piece 4 cooperate,
For pressure pin 3 to be fixed on wall 1 or beam.Further, beam is beams of concrete, and wall 1 is shear wall 1.
In the present embodiment, pressure pin 3 is located at the top of beam or wall 1, and superimposed sheet 2, which is held on, to be stated on pressure pin 3；Drawbar along beam or
The length direction of wall 1 is arranged.Shown in Fig. 5 (a)~(b), the first reinforcing bar 6, the second reinforcing bar 7 and third reinforcing bar are set on superimposed sheet 2
8；Beams of concrete or 1 top of shear wall are also distributed more reinforcing bars, and arrange above-mentioned reinforcing bar according to calculating stress and detailing requiments.
In the present embodiment, the hole 9 on pressure pin 3 is arranged and is located along the same line along the length direction of wall 1 or beam.
In the present embodiment, the hole 9 on pressure pin 3 is hardy hole；Hole 9 includes upper hole and the lower opening being connected to upper hole；
The section in upper hole is greater than the section of fastener 5；The section of lower opening is greater than the section of rod piece 4.
In the present embodiment, the top of pressure pin 3 is contacted with superimposed sheet 2；The length direction of pressure pin 3 and the length of superimposed sheet 2
Direction is vertical
In the present embodiment, pressure pin 3 is C-type steel, L-type steel, square tube or rectangular tube.
In the present embodiment, rod piece 4 is screw rod, and matched fastener 5 is bolt.
The present embodiment also proposed a kind of interim rest method that superimposed sheet 2 is connect with beam or wall 1, using above-mentioned superimposed sheet
The 2 interim bracket assemblies connecting with beam or wall 1, include the following steps:
Step S1: fastener 5 is set in one end of rod piece 4；
Step S2: the other end of rod piece 4 is sequentially passed through the hole 9 and preformed hole on pressure pin 3；
Step S3: the top surface absolute altitude for adjusting the pressure pin 3 tightens nut later；Superimposed sheet 2 is placed on pressure pin 3, is made
Pressure pin 3 must be adjusted until contacting with the bottom surface of superimposed sheet 2.
In another embodiment, a kind of interim rest method that superimposed sheet 2 is connect with beam or wall 1 is proposed, application is above-mentioned
The interim bracket assembly that superimposed sheet 2 is connect with beam or wall 1, includes the following steps:
At least two pressure pins 3: being separately positioned on the two sides of beam or wall 1 by step S1, and adjustment pressure pin 3 is until with superimposed sheet 2
Bottom surface contact, the preformed hole being aligned on the hole 9 and beam or wall 1 on pressure pin 3；
Step S2: rod piece 4 is also cross the hole 9 and preformed hole on pressure pin 3；
Step S3: fastener 5 is set on rod piece 4 and is tightened；Superimposed sheet 2 is placed on pressure pin 3.
In another embodiment, a kind of interim rest method that superimposed sheet 2 is connect with beam or wall 1 is proposed, application is above-mentioned
The interim bracket assembly that is connect with beam or wall 1 of superimposed sheet 2, include the following steps:
Step S1: one end of rod piece 4 is passed through into preformed hole；
Step S2: pressure pin 3 is separately positioned on to the two sides of beam or wall 1；The hole 9 on pressure pin 3 is set in rod piece 4 simultaneously
The other end；
Step S3: fastener 5 is set on rod piece 4 and is tightened later by adjustment pressure pin 3, superimposed sheet 2 is placed on described
On pressure pin.
The above is only a preferred embodiment of the present invention, does not play the role of any restrictions to the present invention.Belonging to any
Those skilled in the art, in the range of not departing from technical solution of the present invention, to the invention discloses technical solution and
Technology contents make the variation such as any type of equivalent replacement or modification, belong to the content without departing from technical solution of the present invention, still
Within belonging to the scope of protection of the present invention.
Claims (10)
1. the interim bracket assembly that a kind of superimposed sheet is connect with beam or wall, which is characterized in that including at least two pressure pins, several bars
Part and several fasteners；
Wherein, pressure pin described in a portion, the first side of interim rest Yu Yigen beam or a face wall；The remaining pressure pin, faces
When rest Yu Yigen beam or a face wall second side；First side and second side are opposite side；The pressure pin and superimposed sheet
Bottom contact；
Several holes with rod piece cooperation are provided on the pressure pin；Described hole is corresponding with the preformed hole on wall or beam to be set
It sets；
The fastener and the rod piece cooperate, for the pressure pin to be fixed on wall or beam.
2. the interim bracket assembly that superimposed sheet according to claim 1 is connect with beam or wall, which is characterized in that the pressure pin
Positioned at the beam or coping；The drawbar is arranged along the length direction of the beam or wall.
3. the interim bracket assembly that superimposed sheet according to claim 2 is connect with beam or wall, which is characterized in that the pressure pin
On hole along the length direction of the wall or beam be arranged and be located along the same line.
4. the interim bracket assembly that superimposed sheet according to claim 1 is connect with beam or wall, which is characterized in that the pressure pin
On hole be hardy hole；Described hole includes upper hole and the lower opening that is connected to the upper hole；The section in the upper hole is greater than institute
State the section of fastener；The section of the lower opening is greater than the section of the rod piece.
5. the interim bracket assembly that superimposed sheet according to claim 1 is connect with beam or wall, which is characterized in that the pressure pin
Top contacted with superimposed sheet；The length direction of the pressure pin is vertical with the length direction of the superimposed sheet.
6. the interim bracket assembly that superimposed sheet according to claim 1 is connect with beam or wall, which is characterized in that the pressure pin
For C-type steel, L-type steel, square tube or rectangular tube.
7. the interim bracket assembly that superimposed sheet according to claim 1 is connect with beam or wall, which is characterized in that the rod piece
For screw rod.
8. a kind of interim rest method that superimposed sheet is connect with beam or wall, using described in any item overlappings of claim 1~7
The interim bracket assembly that plate is connect with beam or wall, which comprises the steps of:
Step S1: the fastener is set in one end of the rod piece；
Step S2: the other end of the rod piece is sequentially passed through the hole and preformed hole on the pressure pin；
Step S3: adjusting the pressure pin and tightens nut, and superimposed sheet is placed on the pressure pin.
9. a kind of interim rest method that superimposed sheet is connect with beam or wall, using described in any item overlappings of claim 1~7
The interim bracket assembly that plate is connect with beam or wall, which comprises the steps of:
Step S1: at least two pressure pins are separately positioned on to the two sides of the beam or wall, the hole being aligned on the pressure pin and institute
State the preformed hole on beam or wall；
Step S2: the rod piece is also cross the hole and the preformed hole on the pressure pin；
Step S3: the fastener is set on the rod piece and is tightened；Superimposed sheet is placed on the pressure pin.
10. a kind of interim rest method that superimposed sheet is connect with beam or wall, using the described in any item folded of claim 1~7
The interim bracket assembly that plywood is connect with beam or wall, which comprises the steps of:
Step S1: one end of the rod piece is passed through into the preformed hole；
Step S2: pressure pin is separately positioned on to the two sides of the beam or wall；The hole on the pressure pin is set in simultaneously described
The other end of rod piece；
Step S3: adjusting the pressure pin, and the fastener is set on the rod piece and is tightened later, superimposed sheet is placed on
On the pressure pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910360881.0A CN110242049A (en) | 2019-04-30 | 2019-04-30 | The interim bracket assembly and interim rest method that superimposed sheet is connect with beam or wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910360881.0A CN110242049A (en) | 2019-04-30 | 2019-04-30 | The interim bracket assembly and interim rest method that superimposed sheet is connect with beam or wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110242049A true CN110242049A (en) | 2019-09-17 |
Family
ID=67883596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910360881.0A Pending CN110242049A (en) | 2019-04-30 | 2019-04-30 | The interim bracket assembly and interim rest method that superimposed sheet is connect with beam or wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110242049A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499051A (en) * | 2016-11-21 | 2017-03-15 | 中国建筑股份有限公司 | A kind of post insertion prefabricated PC concrete frame frame system and its construction method |
| CN106639045A (en) * | 2016-12-29 | 2017-05-10 | 中通钢构股份有限公司 | Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof |
| KR101778994B1 (en) * | 2016-10-21 | 2017-09-18 | (주)씨지스플랜 | Overlapped beam and column-beam connection structure using the beam |
| CN207597604U (en) * | 2017-08-24 | 2018-07-10 | 沈阳三新实业有限公司 | A kind of assembling type steel structure is remained silent section beam-column connection structure |
| CN207749844U (en) * | 2017-12-06 | 2018-08-21 | 中国建筑股份有限公司 | It overlaps wall and overlaps the temporary support system at top plate connecting node |
| CN109577534A (en) * | 2018-12-05 | 2019-04-05 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN210289158U (en) * | 2019-04-30 | 2020-04-10 | 上海欧本钢结构有限公司 | Temporary support device for connecting laminated plate with beam or wall |
-
2019
- 2019-04-30 CN CN201910360881.0A patent/CN110242049A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101778994B1 (en) * | 2016-10-21 | 2017-09-18 | (주)씨지스플랜 | Overlapped beam and column-beam connection structure using the beam |
| CN106499051A (en) * | 2016-11-21 | 2017-03-15 | 中国建筑股份有限公司 | A kind of post insertion prefabricated PC concrete frame frame system and its construction method |
| CN106639045A (en) * | 2016-12-29 | 2017-05-10 | 中通钢构股份有限公司 | Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof |
| CN207597604U (en) * | 2017-08-24 | 2018-07-10 | 沈阳三新实业有限公司 | A kind of assembling type steel structure is remained silent section beam-column connection structure |
| CN207749844U (en) * | 2017-12-06 | 2018-08-21 | 中国建筑股份有限公司 | It overlaps wall and overlaps the temporary support system at top plate connecting node |
| CN109577534A (en) * | 2018-12-05 | 2019-04-05 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN210289158U (en) * | 2019-04-30 | 2020-04-10 | 上海欧本钢结构有限公司 | Temporary support device for connecting laminated plate with beam or wall |
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