CN209556422U - The ruggedized construction of radiation shield concrete floor construction construction joint - Google Patents
The ruggedized construction of radiation shield concrete floor construction construction joint Download PDFInfo
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- CN209556422U CN209556422U CN201822184728.0U CN201822184728U CN209556422U CN 209556422 U CN209556422 U CN 209556422U CN 201822184728 U CN201822184728 U CN 201822184728U CN 209556422 U CN209556422 U CN 209556422U
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- construction
- flitch
- template
- back cord
- ruggedized
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Abstract
The utility model provides a kind of ruggedized construction of super thick radiation shield concrete floor construction construction joint comprising flitch (1), back cord flitch and template (2), fast-easy closing-up net (3) and reinforcing bar diagonal brace (5)；The flitch being laterally arranged is fixed between the vertically arranged back cord flitch of twice and template；It is fixed with fast-easy closing-up net on one of back cord flitch and the lateral surface of template, steel pipe is installed on another road back cord flitch and the lateral surface of template, steel pipe is scheduled on the lateral surface by the fixing of mountain type；One end of the reinforcing bar diagonal brace is fixed on the mountain type card in back cord flitch and template, and the other end is fixed on the bottom muscle of construction block.The ruggedized construction of the utility model, reinforcement measure is secured, and reinforcement mode is simple, common using material, and material can have enough to meet the need utilization, while eliminating the time of construction joint dabbing, not only reduces the duration, also reduces noise, saves material, environmentally protective.
Description
Technical field
The utility model belongs to technical field of building construction, and in particular to a kind of radiation shield concrete floor construction construction joint
Ruggedized construction more particularly to a kind of ruggedized construction of super thick radiation shield concrete floor construction construction joint.
Technical background
In radiation shield concrete engineering construction, need to control volume, the length of each concreting, so by coagulation
Soil is divided into several construction blocks, and setting construction joint is needed between block of constructing.To prevent construction joint position radiation leakage, set using the fissure of displacement
It sets, to avoid straight joint.Currently, such construction joint reinforcement means is complicated, waste time, human and material resources and material, and reinforce
Rigidity is inadequate, easily causes straight joint, to cause radiation leakage.
Utility model content
The purpose of this utility model is to provide the ruggedized construction of super thick radiation shield concrete floor construction construction joint, with gram
The problems such as consolidation time for taking construction joint of the existing technology is long, strengthening quality is poor, while radiation protection can be played again.
In order to solve the above technical problems, the technical solution adopted by the utility model is:
A kind of ruggedized construction of super thick radiation shield concrete floor construction construction joint is provided, the construction joint is located at two
Between the construction block of concrete floor structure, the top and bottom of the construction block are provided with bottom muscle, and the ruggedized construction includes flitch
(1), back cord flitch and template (2), fast-easy closing-up net (3) and reinforcing bar diagonal brace (5)；The back cord flitch and template (2) are used as should
The external component of ruggedized construction；Internal part of the flitch (1) as the ruggedized construction；The flitch (1) is laterally arranged, institute
It states back cord flitch and template (2) is vertically arranged；The flitch (1) being laterally arranged is fixed on the vertically arranged back cord flitch and mould of twice
Between plate (2)；Fast-easy closing-up net (3) are fixed on one of back cord flitch and the lateral surface of template (2), in another road back cord wood
Steel pipe is installed, steel pipe is scheduled on the lateral surface by the fixing of mountain type on the lateral surface of side and template (2)；The reinforcing bar diagonal brace
(5) one end is fixed on the mountain type card in back cord flitch and template (2), and the other end is fixed on the bottom muscle of construction block.
Preferably, the other end of the reinforcing bar diagonal brace (5) is fixed on the bottom muscle below construction block.
Preferably, the fast-easy closing-up net (3) are fixed on another road back cord flitch and the medial surface of template (2).
Preferably, the ruggedized construction is also provided with the stiffener (4) of 50% arrangement in top and bottom.
Preferably, the ruggedized construction is provided with horizontal reinforcement (6) also on reinforcing bar diagonal brace (5), is used for reinforcing bar diagonal brace
(5) it is linked to be entirety.
Preferably, the horizontal space between the reinforcing bar diagonal brace (5) is 1000 ± 100mm.
Preferably, the horizontal space between the horizontal reinforcement (6) is 500~800mm.
Preferably, every twice reinforcing bar diagonal brace (5) connect with the same point on the muscle of bottom.
Preferably, between each flitch (1) being laterally arranged, horizontal space be 1500 ± 20mm, vertical spacing be 500 ±
10mm。
Preferably, the width of the construction joint is 500 ± 10mm.
Preferably, the transverse direction is set as horizontally disposed.
Preferably, described vertically arranged to be vertically arranged.
The technical solution of the utility model has the advantages that reinforcement measure is secured, and reinforcement mode is simple, uses material
Material is common, and material can have enough to meet the need utilization, while eliminate the time of construction joint dabbing, not only reduces the duration, also reduces noise,
Material is saved, it is environmentally protective.
Detailed description of the invention
Fig. 1 is the plan view from above of construction joint.
Fig. 2 is the sectional front view of construction joint.
In figure:
1: flitch
2: back cord flitch and template
3: fast-easy closing-up net
4: stiffener
5: reinforcing bar diagonal brace
6: horizontal reinforcement
7: mountain type card
Specific embodiment
As used in text, the range indicated with the terms such as " between ", " more than ", " following ", which includes the numerical value
Itself.
The present invention will be further illustrated below in conjunction with specific embodiments.It should be understood that these embodiments are merely to illustrate this
Utility model rather than limitation the scope of the utility model.In the following examples, the experimental methods for specific conditions are not specified, leads to
Often according to normal conditions.
The ruggedized construction of the super thick radiation shield concrete floor construction construction joint of the utility model is as shown in Figure 1 or 2.
The ruggedized construction of the super thick radiation shield concrete floor construction construction joint of the utility model includes flitch 1, back cord wood
Side and template 2, fast-easy closing-up net 3 and reinforcing bar diagonal brace 5.
The external component of the back cord flitch and template 2 as the ruggedized construction；The flitch 1 is as the ruggedized construction
Internal part；Laterally setting (as horizontally disposed), the back cord flitch and template 2 are vertically arranged (as vertically set for the flitch 1
It sets)；The flitch 1 being laterally arranged is fixed between the vertically arranged back cord flitch of twice and template 2.The fixed form can be
Nail is fixed.Between each flitch 1 being laterally arranged, horizontal space 1500mm, vertical spacing is 500mm.
The vertical back cord flitch of twice and template 2 and flitch 1 constitute overall isolation, the vertically arranged back cord flitch of twice and
The distance between template 2 is the width of construction joint, is 500mm.
It is fixed with fast-easy closing-up net 3 on one of back cord flitch and the lateral surface of template 2, in another road back cord flitch and mould
Steel pipe is installed, steel pipe is fixed on the lateral surface by mountain type card 7 on the lateral surface of plate 2.In another road back cord flitch and mould
The fast-easy closing-up net 3 is fixed on the medial surface of plate 2.
The fast-easy closing-up net 3 can reduce formation of concrete and pick chisel.The fast-easy closing-up net 3 be metal (such as iron or
Aluminium) thin slice or film.The fixed form of the fast-easy closing-up net 3 can be the fixed mode using nail.
One end of the reinforcing bar diagonal brace 5 is fixed on the mountain type card in back cord flitch and template 2, and the other end is fixed on construction
On the bottom muscle of block.Twice reinforcing bar diagonal brace 5 is connect with the same point on muscle bottom.Horizontal space between reinforcing bar diagonal brace 5 is
1000mm.The fixed form, which can be, to be welded and fixed.The diameter of the reinforcing bar diagonal brace 5 is more than or equal to φ 25, is less than or equal to φ
32。
In the ruggedized construction, horizontal reinforcement 6 is provided with also on reinforcing bar diagonal brace 5, to reinforcing bar diagonal brace 5 is linked to be whole
Body.The diameter of the horizontal reinforcement is between φ 25- φ 32.Horizontal space between the horizontal reinforcement is 500~800mm.
In the ruggedized construction, the stiffener 4 of 50% arrangement is provided in the top and bottom of the ruggedized construction.
It, cannot the above content is specific preferred embodiment further detailed description of the utility model is combined
Assert that the specific implementation of the utility model is only limited to these instructions, for those skilled in the art of the present invention
For, without departing from the concept of the premise utility, a number of simple deductions or replacements can also be made, all should be considered as belonging to
In the protection scope of the utility model.
Claims (10)
1. a kind of ruggedized construction of super thick radiation shield concrete floor construction construction joint, the construction joint is located at two concrete buildings
Between the construction block of hardened structure, the top and bottom of the construction block are provided with bottom muscle, which is characterized in that
The ruggedized construction includes flitch (1), back cord flitch and template (2), fast-easy closing-up net (3) and reinforcing bar diagonal brace (5)；
The external component of the back cord flitch and template (2) as the ruggedized construction；The flitch (1) is as the ruggedized construction
Internal part；The flitch (1) is laterally arranged, and the back cord flitch and template (2) are vertically arranged；The flitch (1) being laterally arranged
It is fixed between the vertically arranged back cord flitch of twice and template (2)；
Fast-easy closing-up net (3) are fixed on one of back cord flitch and the lateral surface of template (2), in another road back cord flitch and mould
Steel pipe is installed, steel pipe is scheduled on the lateral surface by the fixing of mountain type on the lateral surface of plate (2)；
One end of the reinforcing bar diagonal brace (5) is fixed on the mountain type card (7) in back cord flitch and template (2), and the other end is fixed on
It constructs on the bottom muscle of block.
2. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as described in claim 1, which is characterized in that In
The fast-easy closing-up net (3) are fixed on another road back cord flitch and the medial surface of template (2).
3. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as described in claim 1, which is characterized in that institute
State the stiffener (4) that ruggedized construction is also provided with 50% arrangement in top and bottom.
4. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as described in claim 1, which is characterized in that institute
It states ruggedized construction and is provided with horizontal reinforcement (6) also on reinforcing bar diagonal brace (5), for reinforcing bar diagonal brace (5) to be linked to be entirety.
5. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as claimed in claim 4, which is characterized in that institute
Stating the horizontal space between horizontal reinforcement (6) is 500~800mm.
6. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as described in claim 1, which is characterized in that every
Twice reinforcing bar diagonal brace (5) is connect with the same point on the muscle of bottom.
7. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as described in claim 1, which is characterized in that each
Between a flitch (1) being laterally arranged, horizontal space is 1500 ± 20mm, and vertical spacing is 500 ± 10mm.
8. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as described in claim 1, which is characterized in that institute
The width for stating construction joint is 500 ± 10mm.
9. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as described in claim 1, which is characterized in that institute
It states and is laterally set as horizontally disposed.
10. the ruggedized construction of super thick radiation shield concrete floor construction construction joint as described in claim 1, which is characterized in that
It is described vertically arranged to be vertically arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822184728.0U CN209556422U (en) | 2018-12-25 | 2018-12-25 | The ruggedized construction of radiation shield concrete floor construction construction joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822184728.0U CN209556422U (en) | 2018-12-25 | 2018-12-25 | The ruggedized construction of radiation shield concrete floor construction construction joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209556422U true CN209556422U (en) | 2019-10-29 |
Family
ID=68303788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822184728.0U Expired - Fee Related CN209556422U (en) | 2018-12-25 | 2018-12-25 | The ruggedized construction of radiation shield concrete floor construction construction joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209556422U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042569A (en) * | 2019-12-31 | 2020-04-21 | 广东省第一建筑工程有限公司 | Construction method for additionally building linear accelerator machine room in limited space of basement of hospital |
| CN116950448A (en) * | 2023-09-14 | 2023-10-27 | 中国二十二冶集团有限公司 | Method for repairing crack of anti-radiation reinforced concrete structure |
-
2018
- 2018-12-25 CN CN201822184728.0U patent/CN209556422U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042569A (en) * | 2019-12-31 | 2020-04-21 | 广东省第一建筑工程有限公司 | Construction method for additionally building linear accelerator machine room in limited space of basement of hospital |
| CN111042569B (en) * | 2019-12-31 | 2023-10-31 | 广东省第一建筑工程有限公司 | Construction method for additionally building linear accelerator machine room in limited space of hospital basement |
| CN116950448A (en) * | 2023-09-14 | 2023-10-27 | 中国二十二冶集团有限公司 | Method for repairing crack of anti-radiation reinforced concrete structure |
| CN116950448B (en) * | 2023-09-14 | 2024-03-29 | 中国二十二冶集团有限公司 | Method for repairing crack of anti-radiation reinforced concrete structure |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191029 Termination date: 20211225 |