CN109667427A - A kind of beam steel bar colligation constructing structure and construction method - Google Patents
A kind of beam steel bar colligation constructing structure and construction method Download PDFInfo
- Publication number
- CN109667427A CN109667427A CN201811637854.5A CN201811637854A CN109667427A CN 109667427 A CN109667427 A CN 109667427A CN 201811637854 A CN201811637854 A CN 201811637854A CN 109667427 A CN109667427 A CN 109667427A
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- beam steel
- bar
- steel
- support rod
- constructing structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 74
- 239000010959 steel Substances 0.000 title claims abstract description 74
- 238000010276 construction Methods 0.000 title claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 2
- 240000009087 Crescentia cujete Species 0.000 claims 1
- 235000005983 Crescentia cujete Nutrition 0.000 claims 1
- 235000009797 Lagenaria vulgaris Nutrition 0.000 claims 1
- 235000014676 Phragmites communis Nutrition 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010297 mechanical methods and process Methods 0.000 description 1
- 230000005226 mechanical processes and functions Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Classifications
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/122—Machines for joining reinforcing bars
- E04G21/123—Wire twisting tools
Abstract
The present invention provides a kind of beam steel bar colligation constructing structure and construction methods, belong to technical field of building construction；It solves in existing construction method the technical problem that beam steel bar colligation is inconvenient, difficulty is big；The technical solution of the present invention is as follows: a kind of beam steel bar colligation constructing structure, including lifting bracket, there are two and be respectively arranged at both ends above beam forms；Lifting member is connect with lifting bracket top movable；Support rod has more and laterally setting, and more support rods are axially uniformly layed on beam forms, and support rod is used to support the beam steel of pre- binding；After the completion of beam steel is bound in advance, support rod can remove beam forms, and lifting member can connect with pre- binding beam steel and hang in pre- binding beam steel in beam forms；The invention has the benefit that each components can be made and be assembled at the construction field (site), and overall structure is simpler in this constructing structure, makes, is very easy to use, cost is relatively low.
Description
Technical field
The invention belongs to technical field of building construction, it is related to a kind of beam steel bar colligation constructing structure and construction method.
Background technique
In present architectural engineering, beam steel bar colligation is usually to carry out after beam forms is built.After template is built, in mould
Reinforcing bar is bound in the range of the reserved concrete collar tie beam of plate.It is errorless by inspection after the completion of reinforcing bar binding work, it can be with
Directly start the pouring construction of concrete.
This improving bud grafting is more traditional, can directly start pouring for concrete, but actual mechanical process after binding
In, the binding work that reinforcing bar is carried out in casting position is reserved in long and narrow template, construction personnel causes since operating space is narrow
Difficulty of construction increases, and the binding node of beam steel is inconvenient to handle, and causes to bind quality reduction, the duration is delayed, in addition, narrow
Small space carries out binding operation and safety accident easily occurs, and construction safety coefficient is lower, and construction personnel cannot ensure safely.
In conclusion in order to solve above-mentioned construction method, need to design that a kind of binding is convenient, difficulty
The higher beam steel bar colligation constructing structure of small and safety coefficient and construction method.
Summary of the invention
A kind of binding is convenient, difficulty is small the purpose of the present invention is in view of the above-mentioned problems existing in the prior art, proposing and
The higher beam steel bar colligation constructing structure of safety coefficient.
Object of the invention can be realized by the following technical scheme: a kind of beam steel bar colligation constructing structure, including
Lifting bracket, there are two and be respectively arranged at both ends above beam forms；
Lifting member is connect with lifting bracket top movable；
Support rod has more and laterally setting, and more support rods are axially uniformly layed on beam forms, the support rod
It is used to support the beam steel of pre- binding；
After the completion of beam steel is bound in advance, the support rod can remove beam forms, and lifting member can be with pre- binding beam steel
It connects and hangs in pre- binding beam steel in beam forms.
In a kind of above-mentioned beam steel bar colligation constructing structure, the lifting bracket includes
Vertical bar, there is two and vertically spaced apart setting, and two vertical bars are respectively arranged at beam forms two sides；
Cross bar is horizontally disposed with and is connected respectively with two vertical bar upper ends, and the cross bar is located above beam forms, lifting member and
Cross bar is movably connected；
Brace has two groups, and every group of two braces are obliquely installed and are connected respectively with the two opposite outer wall of vertical bar.
In a kind of above-mentioned beam steel bar colligation constructing structure, the vertical bar is made of fashioned iron, and the cross bar is by I-steel branch
Support, the vertical bar and cross bar are welded to connect.
In a kind of above-mentioned beam steel bar colligation constructing structure, the lifting member is by chain block and coupled steel wire
Rope composition.
In a kind of above-mentioned beam steel bar colligation constructing structure, the support rod is made of round steel pipe.
Another object of the present invention is in view of the above-mentioned problems existing in the prior art, it is convenient, difficult to propose a kind of binding
Spend the higher beam steel bar colligation construction method of small and safety coefficient.
Object of the invention can be realized by the following technical scheme: a kind of beam steel bar colligation construction method, including following
Step:
S1, a lifting bracket is respectively placed at endpoint a quarter in the beam form board ends set up；
S2, the equidistant laterally disposed support rod above the beam forms set up；
S3, beam bottom longitudinal reinforcement is laid on support rod；
S4, installation stirrup, and bound with beam longitudinal reinforcement, complete the binding of beam steel；
S5, beam steel is tied up with wirerope immediately below lifting bracket and is reliably connected with chain block；
S6, chain block is pulled, beam steel is sling, steel reinforcement cage lower support bar is removed；
S7, chain block is reversely pulled, beam steel is slowly transferred to predetermined position；
S8, wirerope is removed, lifting bracket is moved at next construction.
Compared with prior art, the invention has the following advantages:
1, in this constructing structure, each components can be made and be assembled at the construction field (site), and overall structure is simpler
It is single, it makes, is very easy to use, cost is relatively low.
2, this construction method carries out beam steel bar colligation outside beam forms, after binding, then passes through lifting member for beam
Reinforcing bar is integrally hung in beam forms, so that the assembling reinforcement in narrow space is avoided, simpler, beam steel bar colligation matter of constructing
Amount is high, high-efficient, substantially reduces the construction period, while also improving the safety of construction personnel.
Detailed description of the invention
Fig. 1 is floor map of the invention
Fig. 2 is the front elevation view of lifting bracket in the present invention.
Fig. 3 is the side elevational view of lifting bracket in the present invention.
In figure, 10, lifting bracket；11, vertical bar；12, cross bar；13, brace；20, lifting member；21, chain block；22, steel
Cord；30, support rod；40, beam forms.
Specific embodiment
Following is a specific embodiment of the present invention in conjunction with the accompanying drawings, technical scheme of the present invention will be further described,
However, the present invention is not limited to these examples.
As shown in Figure 1, a kind of beam steel bar colligation constructing structure of the present invention, including lifting bracket 10, lifting member 20 and support
Bar 30.
There are two lifting brackets 10 and is respectively arranged at 40 top both ends of beam forms, 10 top of lifting member 20 and lifting bracket
It is flexibly connected, support rod 30 has more and laterally setting, and more support rods 30 are axial to be uniformly layed on beam forms 40, the branch
Strut 30 is used to support the beam steel of pre- binding, and after the completion of beam steel is bound in advance, the support rod 30 can remove beam forms 40,
When work, lifting member 20 is connect with the beam steel bound in advance, pre- binding beam steel can be sling and realize pre- tie up by lifting member 20
It pricks beam steel vertical shift and hangs in pre- binding beam steel in beam forms 40.
The present invention is used cooperatively by lifting bracket 10, lifting member 20 and 30 three of support rod, can be outside beam forms 40
Support rod 30 on beam steel is bound in advance, after band beam steel bar colligation, then the beam that will be bound in advance by lifting member 20
Reinforcing bar is hung in beam forms 40, and entire fit structure is comparatively simple, practical, and operation is very easy.
On the basis of the said structure, the present invention is further improved it.
As shown in Figure 2 and Figure 3, the lifting bracket 10 includes vertical bar 11, cross bar 12 and brace 13, vertical bar 11 have two and
Vertically spaced apart setting, two vertical bars 11 are respectively arranged at 40 two sides of beam forms, cross bar 12 be transversely and horizontally set and respectively with two vertical bars
11 upper ends are connected, and the cross bar 12 is located at 40 top of beam forms, and lifting member 20 is movably connected with cross bar 12, and brace 13 has two groups,
Every group of two braces 13 are obliquely installed and are connected respectively with the two opposite outer wall of vertical bar 11, and entire 10 structure of lifting bracket is by three
A component is constituted, and structure is simple, easy for installation, and vertical bar 11 is for undertaking vertical load, and cross bar 12 is for transmitting load, brace
13 are used to support vertical bar 11 and cross bar 12, play the role of stablizing entire lifting bracket 10.
Further, the vertical bar 11 is made of fashioned iron, and the cross bar 12 is by I-shaped bracing members, the vertical bar 11 and cross bar
12 are welded to connect, and fashioned iron and I-steel are construction site common used material, can be on the spot using fashioned iron and I-steel as raw material
Materials, so that the production of lifting bracket 10 is very simple and at low cost.
Further, the lifting member 20 is made of chain block 21 and coupled wirerope 22, chain block
21 with the common lifting means of wirerope 22, facilitate realizations, it is convenient to use.
Further, the support rod 30 is made of round steel pipe, and round steel pipe is also the common profile in construction site, can
It gathers materials on the spot on building sites, it is easy to use, at low cost.
A kind of beam steel bar colligation construction method, comprising the following steps:
S1, a lifting bracket is respectively placed at endpoint a quarter in the beam form board ends set up；
S2, the equidistant laterally disposed support rod above the beam forms set up；
S3, beam bottom longitudinal reinforcement is laid on support rod；
S4, installation stirrup, and bound with beam longitudinal reinforcement, complete the binding of beam steel；
S5, beam steel is tied up with wirerope immediately below lifting bracket and is reliably connected with chain block；
S6, chain block is pulled, beam steel is sling, steel reinforcement cage lower support bar is removed；
S7, chain block is reversely pulled, beam steel is slowly transferred to predetermined position；
S8, wirerope is removed, lifting bracket is moved at next construction.
The construction method carries out beam steel bar colligation outside beam forms, after binding, then passes through lifting member for joist steel
Muscle is integrally hung in beam forms, so that the assembling reinforcement in narrow space is avoided, simpler, beam steel bar colligation quality of constructing
It is high, high-efficient, the construction period is substantially reduced, while also improving the safety of construction personnel.
Specific embodiment described herein is only an example for the spirit of the invention.The neck of technology belonging to the present invention
The technical staff in domain can make various modifications or additions to the described embodiments or replace by a similar method
In generation, however, it does not deviate from the spirit of the invention or beyond the scope of the appended claims.
Claims (6)
1. a kind of beam steel bar colligation constructing structure, including
Lifting bracket, there are two and be respectively arranged at both ends above beam forms；
Lifting member is connect with lifting bracket top movable；
Support rod has more and laterally setting, and more support rods are axially uniformly layed on beam forms, and the support rod is used for
Support the beam steel bound in advance；
After the completion of beam steel is bound in advance, the support rod can remove beam forms, and lifting member can be connect with pre- binding beam steel
And pre- binding beam steel is hung in beam forms.
2. a kind of beam steel bar colligation constructing structure according to claim 1, it is characterised in that: the lifting bracket includes
Vertical bar, there is two and vertically spaced apart setting, and two vertical bars are respectively arranged at beam forms two sides；
Cross bar is horizontally disposed with and is connected respectively with two vertical bar upper ends, and the cross bar is located above beam forms, lifting member and cross bar
It is movably connected；
Brace has two groups, and every group of two braces are obliquely installed and are connected respectively with the two opposite outer wall of vertical bar.
3. a kind of beam steel bar colligation constructing structure according to claim 2, it is characterised in that: the vertical bar is by fashioned iron system
At the cross bar is welded to connect by I-shaped bracing members, the vertical bar and cross bar.
4. a kind of beam steel bar colligation constructing structure according to claim 1, it is characterised in that: the lifting member is by pulling calabash
Reed and coupled wirerope composition.
5. a kind of beam steel bar colligation constructing structure according to claim 1, it is characterised in that: the support rod is by circular steel
Pipe is made.
6. a kind of beam steel bar colligation construction method, comprising the following steps:
S1, a lifting bracket is respectively placed at endpoint a quarter in the beam form board ends set up；
S2, the equidistant laterally disposed support rod above the beam forms set up；
S3, beam bottom longitudinal reinforcement is laid on support rod；
S4, installation stirrup, and bound with beam longitudinal reinforcement, complete the binding of beam steel；
S5, beam steel is tied up with wirerope immediately below lifting bracket and is reliably connected with chain block；
S6, chain block is pulled, beam steel is sling, steel reinforcement cage lower support bar is removed；
S7, chain block is reversely pulled, beam steel is slowly transferred to predetermined position；
S8, wirerope is removed, lifting bracket is moved at next construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811637854.5A CN109667427A (en) | 2018-12-29 | 2018-12-29 | A kind of beam steel bar colligation constructing structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811637854.5A CN109667427A (en) | 2018-12-29 | 2018-12-29 | A kind of beam steel bar colligation constructing structure and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109667427A true CN109667427A (en) | 2019-04-23 |
Family
ID=66147453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811637854.5A Pending CN109667427A (en) | 2018-12-29 | 2018-12-29 | A kind of beam steel bar colligation constructing structure and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109667427A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324153A (en) * | 2020-11-05 | 2021-02-05 | 中国二十二冶集团有限公司 | A reinforcement auxiliary device for job site |
| CN113775183A (en) * | 2021-10-20 | 2021-12-10 | 中国十七冶集团有限公司 | Assembled adjustable beam steel bar binding bracket for building construction and use method thereof |
| CN114309366A (en) * | 2021-12-28 | 2022-04-12 | 中国建筑土木建设有限公司 | Automatic arrangement equipment and automatic arrangement method for reinforcing steel bars for beam yard |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481151A (en) * | 2014-11-05 | 2015-04-01 | 北京崇建工程有限公司 | Beam steel framework and beam column connecting part stirrup binding method |
| CN204456908U (en) * | 2015-02-05 | 2015-07-08 | 中国建筑第四工程局有限公司 | A kind of heavy beam equipment |
| CN204552119U (en) * | 2015-03-31 | 2015-08-12 | 武汉建工集团股份有限公司 | A kind of beam ledges founds binding device |
| CN108862081A (en) * | 2018-06-26 | 2018-11-23 | 五冶集团上海有限公司 | A kind of chain block crane boom and the application in the adjusting of beam steel protective layer thickness |
| CN210105328U (en) * | 2018-12-29 | 2020-02-21 | 浙江二十冶建设有限公司 | Roof beam reinforcement construction structures |
-
2018
- 2018-12-29 CN CN201811637854.5A patent/CN109667427A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481151A (en) * | 2014-11-05 | 2015-04-01 | 北京崇建工程有限公司 | Beam steel framework and beam column connecting part stirrup binding method |
| CN204456908U (en) * | 2015-02-05 | 2015-07-08 | 中国建筑第四工程局有限公司 | A kind of heavy beam equipment |
| CN204552119U (en) * | 2015-03-31 | 2015-08-12 | 武汉建工集团股份有限公司 | A kind of beam ledges founds binding device |
| CN108862081A (en) * | 2018-06-26 | 2018-11-23 | 五冶集团上海有限公司 | A kind of chain block crane boom and the application in the adjusting of beam steel protective layer thickness |
| CN210105328U (en) * | 2018-12-29 | 2020-02-21 | 浙江二十冶建设有限公司 | Roof beam reinforcement construction structures |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324153A (en) * | 2020-11-05 | 2021-02-05 | 中国二十二冶集团有限公司 | A reinforcement auxiliary device for job site |
| CN113775183A (en) * | 2021-10-20 | 2021-12-10 | 中国十七冶集团有限公司 | Assembled adjustable beam steel bar binding bracket for building construction and use method thereof |
| CN114309366A (en) * | 2021-12-28 | 2022-04-12 | 中国建筑土木建设有限公司 | Automatic arrangement equipment and automatic arrangement method for reinforcing steel bars for beam yard |
| CN114309366B (en) * | 2021-12-28 | 2023-12-08 | 中国建筑土木建设有限公司 | Automatic arrangement equipment and method for reinforcing steel bars for beam field |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| CB02 | Change of applicant information |
Address after: 315 800 Pearl River Road 429 Xindan Street, Beilun District, Ningbo City, Zhejiang Province Applicant after: Zhejiang 20 Smelter Construction Co.,Ltd. Applicant after: CHINA MCC20 GROUP Corp.,Ltd. Address before: 315 800 Pearl River Road 429 Xindan Street, Beilun District, Ningbo City, Zhejiang Province Applicant before: NINGBO MCC 20 CONSTRUCTION Co.,Ltd. Applicant before: CHINA MCC20 GROUP Corp.,Ltd. |
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| CB02 | Change of applicant information | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190423 |
|
| RJ01 | Rejection of invention patent application after publication |