CN106436773A - Set-shaped formwork support for construction of connecting part of bottom plate and outer wall - Google Patents
Set-shaped formwork support for construction of connecting part of bottom plate and outer wall Download PDFInfo
- Publication number
- CN106436773A CN106436773A CN201611086261.5A CN201611086261A CN106436773A CN 106436773 A CN106436773 A CN 106436773A CN 201611086261 A CN201611086261 A CN 201611086261A CN 106436773 A CN106436773 A CN 106436773A
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- square steel
- exterior wall
- base plate
- steel tube
- form support
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Finishing Walls (AREA)
Abstract
The invention discloses a set-shaped formwork support for construction of a connecting part of a bottom plate and an outer wall. The set-shaped formwork support comprises an inner side support and an outer side support which are correspondingly positioned at the inner side and the outer side of the outer wall, wherein the outer side bracket comprises an outer side formwork which can cling to the outer side surface of the outer wall, and at least two outer side square steel pipes for mounting the outer side formwork; the inner side bracket comprises an inner side formwork which can cling to the inner side surface of the outer wall, and at least two inner side square steel pipes for mounting the inner side formwork; bending parts which horizontally extend are arranged at the upper ends of the inner side square steel pipes and the outer side square steel pipes; the bending parts of the inner side square steel pipes and the bending parts of the outer side square steel pipes are sleeved with each other. According to the set-shaped formwork support, brick moulds are not constructed, and wall bolts and batten steel pipes are saved, so that the assembling is quick and convenient; after a concrete cushion is constructed, an additional waterproof layer and a waterproof layer can be constructed; in addition, the set-shaped formwork support is recycled, so that the cost can be reduced, and the resource can be saved.
Description
Technical field
The present invention relates to engineering construction apparatus field, more particularly to a kind of base plate and exterior wall junction construction typified form
Support.
Background technology
In the work progress with the horizontal construction joint of exterior wall for the basement bottom board, in order to realize the setting of waterproof layer, generally
Using brick loose tool as outboard template, inner side plank sheathing and flitch form hybrid template system together with brick loose tool to carry out adding
Work.
In prior art, after the completion of pouring in bed course, start to build brick loose tool by laying bricks or stones, then plaster inside brick loose tool,
Deng intensity on coat of plaster and after being dried, the construction of waterproof layer such as waterproof coiled material just can be carried out, construction of waterproof layer finishes after-pouring coagulation
Protective soil layer, side wall carries out cement mortar protection, finally ability colligation base plate and exterior wall reinforcing bar, after the completion of reinforcing bar binding, adopts
A large amount of square steel tubes carry out the reinforcing of inner side template and brick loose tool.
The work progress of the construction joint of basement bottom board of the prior art and exterior wall, due to needing plank sheathing and brick tire
Mould carries out intersecting to be reinforced it is impossible to constitute template system, mutually reinforces more difficult, stability in the large is poor, template easily
Float and run the quality problems such as mould, and work progress step of the prior art is various, process is complicated, causes long in time limit, become
This height, and waste of materials.
Therefore, how to improve the sizing efficiency of external wall construction seam, reduces cost, be that those skilled in the art need to solve at present
Technical problem certainly.
Content of the invention
The typified form support it is an object of the invention to provide constructing in a kind of base plate and exterior wall junction, this base plate is handed over exterior wall
The place's of connecing construction typified form support can effectively improve the cast efficiency of base plate and exterior wall junction, and repeatable utilization,
Cost-effective.
For achieving the above object, the present invention provides following technical scheme：
A kind of base plate and exterior wall junction construction typified form support, including the medial branch being located at respectively inside and outside exterior wall
Frame and outrigger；Described outrigger includes the outboard template that can fit with the lateral surface of described exterior wall, and is used for installing
At least two outside square steel tubes of described outboard template；In described medial cradle includes can fitting with the medial surface of described exterior wall
Side template, and for installing at least two inner side square steel tubes of described inner side template；Described inner side square steel tube and described outside
The upper end of square steel tube is equipped with horizontally extending kink, and described inner side square steel tube and described outside square steel tube
Kink is socketed.
Preferably, the bottom of described outside square steel tube is fixedly provided with the fixed part extending to the direction away from described exterior wall,
Described fixed part is dismountable with base plate to be fixedly connected.
Preferably, it is connected by intumescent foundation bolt between described fixed part and described base plate.
Preferably, it is provided with oblique reinforcement steel pipe between longitudinal main part of described outside square steel tube and described fixed part.
Preferably, described medial cradle also includes L-type steel muscle, and one end of described L-type steel muscle is solid with the top bars of base plate
Fixed connection, the other end is abutted with described inner side template.
Preferably, described inner side square steel tube is provided with the fastening bolt that can compress described L-type steel muscle, described fastening bolt
It is connected by backing plate between described L-type steel muscle.
Preferably, described inner side square steel tube and described outside square steel tube are both sides' steel pipe.
Preferably, the bottom of described outrigger is provided with bottom template, and the waterproof layer of described bottom template and base plate
Between be provided with backing plate.
Preferably, described backing plate is gum elastic backing plate.
Preferably, the horizontal curved folding part port of described inner side square steel tube is in loudspeaker opening, the bending of described inner side square steel tube
After the kink of portion and described outside square steel tube is socketed, fastened by wedge stud at described loudspeaker opening.
Base plate provided by the present invention and exterior wall junction construction typified form support, including respectively two inside and outside exterior wall
The medial cradle of side and outrigger；Described outrigger includes the outboard template that can fit with the lateral surface of described exterior wall, with
And for installing at least two outside square steel tubes of described outboard template；Described medial cradle includes can be with the inner side of described exterior wall
The inner side template of face laminating, and for installing at least two inner side square steel tubes of described inner side template；Described inner side square steel tube
It is equipped with horizontally extending kink with the upper end of described outside square steel tube, and described inner side square steel tube is outer with described
The kink socket of side steel pipe.This base plate and exterior wall junction construction typified form support, by arranging described medial cradle
With described outrigger, realize described inner side template and the installation of described outboard template is fixed, brick loose tool need not be built by laying bricks or stones, need not wear
Wall screw and flitch steel pipe, assembling is quick, convenient, after concrete cushion construction finishes, you can carry out additional waterproof course and waterproof
Layer construction, and, this device repeats utilization, reduces cost, economizes on resources.
In a preferred embodiment, the bottom of described outrigger is provided with bottom template, and described bottom template
It is provided with backing plate and the waterproof layer of described base plate between.Above-mentioned setting, by the setting of described backing plate, can effectively prevent lateral branch
Frame damages and lays the waterproof layer completing in advance, and after casting complete, dismounting outside support can enter to be about to complete after waterproof layer starts
Become the work progress of the waterproof layer of exterior wall lateral surface, simple to operate, low cost.
Brief description
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
Have technology description in required use accompanying drawing be briefly described it should be apparent that, drawings in the following description be only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, acceptable
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is base plate provided by the present invention and a kind of exterior wall junction construction specific embodiment of typified form support
Structural representation；
Fig. 2 is the left view of base plate shown in Fig. 1 and medial cradle in exterior wall junction construction typified form support；
Fig. 3 is the cross section A-A profile of both sides' steel pipe shown in Fig. 2；
Fig. 4 is the top view of base plate shown in Fig. 1 and medial cradle in exterior wall junction construction typified form support；
Fig. 5 is the B-B profile of the inner tube kink of medial cradle shown in Fig. 4；
Fig. 6 is the structural representation of base plate shown in Fig. 1 and outrigger in exterior wall junction construction typified form support；
Wherein：Square steel tube, 12- inner side template, 13-L steel bar, 14- inner tube kink, 2- inside 1- medial cradle, 11-
Square steel tube, 22- outboard template, 23- fixed part, 24- outer tube kink, 25- foundation bolt, 3- wedge shape outside outrigger, 21-
Pin, 4- base plate, 5- exterior wall.
Specific embodiment
The core of the present invention is to provide a kind of base plate and exterior wall junction construction typified form support, and this base plate is handed over exterior wall
Connect place's construction typified form support it can be avoided that the use of brick fetal membrane, it is to avoid waste, and repeatable utilize, cost-effective
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation description is it is clear that described embodiment is only a part of embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of not making creative work
Embodiment, broadly falls into the scope of protection of the invention.
Refer to Fig. 1 to Fig. 6, Fig. 1 is base plate provided by the present invention and exterior wall junction construction typified form support one
Plant the structural representation of specific embodiment；Fig. 2 is base plate shown in Fig. 1 and inner side in exterior wall junction construction typified form support
The left view of support；Fig. 3 is the cross section A-A profile of both sides' steel pipe shown in Fig. 2；Fig. 4 is base plate shown in Fig. 1 and exterior wall junction
The top view of medial cradle in construction typified form support；Fig. 5 is the B-B section of the inner tube kink of medial cradle shown in Fig. 4
Figure；Fig. 6 is the structural representation of base plate shown in Fig. 1 and outrigger in exterior wall junction construction typified form support.
In this embodiment, base plate and exterior wall junction construction typified form support include being located inside and outside exterior wall 5 respectively
The medial cradle 1 of both sides and outrigger 2.
And, medial cradle 1 and outrigger 2 can be fixedly mounted on base plate 4；Outrigger 2 includes can be with exterior wall 5
The outboard template 22 of lateral surface laminating, and for installing at least two outside square steel tubes 21 of outboard template 22；Medial cradle 1
Including the inner side template 12 that can fit with the medial surface of exterior wall 5, and for installing side at least two of inner side template 12
Steel pipe 11.
Meanwhile, inner side square steel tube 11 and the upper end of outside square steel tube 21 are equipped with horizontally extending kink, tool
Body, the top of inner side square steel tube 11 is provided with inner tube kink 14, and the top of outside square steel tube 21 is provided with outer tube kink 24, and
And inner side square steel tube 11 is relative with the kink bearing of trend of outside square steel tube 21, and it is socketed connection.
This base plate and exterior wall junction construction typified form support, by arranging medial cradle 1 and outrigger 2, realize
The installation of inner side template 12 and outboard template 22 is fixed, and need not build brick loose tool by laying bricks or stones, and without through-wall bolt and flitch steel pipe, assembling is fast
Prompt, convenient, after concrete cushion construction finishes, you can carry out additional waterproof course and construction of waterproof layer, and, this device repeats
Using, reduces cost, economize on resources.
Further, the bottom of outside square steel tube 21 is fixedly provided with the fixed part 23 extending to the direction away from exterior wall 5, fixing
Portion 23 is preferably rectangular steel tube, and fixed part 23 is horizontally extending, and fixed part 23 is with the dismountable fixation of base plate 4 even
Connect.
Specifically, it is connected by intumescent foundation bolt 25 between fixed part 23 and base plate 4, fixed part 23 and outside square steel
Can be structure as a whole between pipe 21 or two square steel pipe weldeds form.
Further, because the height of outrigger 2 is higher, during casting concrete, to outer in outrigger 2
The transverse pressure of side template 22 and outside square steel tube 21 is larger, therefore, in order to improve outside square steel tube 21 and fixed part 23 it
Between connectivity robustness, prevent during pouring outside square steel tube 21 to bend, longitudinal main part of outside square steel tube 21 with
It is provided with oblique reinforcement steel pipe between fixed part 23.
On the basis of the respective embodiments described above, medial cradle 1 also includes L-type steel muscle 13, one end of L-type steel muscle 13 and bottom
The top bars of plate 4 is fixedly connected, and the other end is abutted with inner side template 12.
Specifically, inner side square steel tube 11 is provided with the fastening bolt that can compress L-type steel muscle 13, fastening bolt and L-type steel
Connected by backing plate between muscle 13, more specifically, before medial cradle 1 is installed, first L-type steel muscle 13 can be passed through bundle
Tie up in the upper strata mesh sheet of base plate 4, after then placing inner side square steel tube 11, using fastening bolt, L-type steel muscle 13 is pressed on interior
On side template 12, you can realize being fixedly connected of inner side template 12 and base plate 4, prevent the position deviation of inner side template 12.
On the basis of the respective embodiments described above, inner side square steel tube 11 and outside square steel tube 21 are both sides' steel pipe, such as Fig. 6
Shown, the use of both sides' steel pipe, on the one hand can improve bending resistance anti-pressure ability, on the other hand, facilitate the connection members such as bolt
Install, for example, fastening bolt can be directly installed in the gap between two square steel tubes of both sides' steel pipe, need not open up hole
Etc. step, easy accessibility, it is connected firmly.
On the basis of the respective embodiments described above, the bottom of outrigger 2 is provided with bottom template, and bottom template and bottom
It is provided with backing plate between the waterproof layer of plate 4.Above-mentioned setting, by the setting of backing plate, can effectively prevent outrigger 2 from damaging in advance
Lay the waterproof layer completing, after casting complete, remove outside support and can enter to be about to complete outside exterior wall 5 after waterproof layer starts
The work progress of the waterproof layer in face, simple to operate, low cost.
Preferably, backing plate is gum elastic backing plate, preferably prevents from damaging waterproof layer, it is of course also possible to be other materials
Backing plate, such as plastic base plate etc..
On the basis of the respective embodiments described above, inner side template 12 and outboard template 22 are aluminum frame plank sheathing, and intensity is high,
Lightweight.
On the basis of the respective embodiments described above, the horizontal curved folding part of inner side square steel tube 11, i.e. the end of inner tube kink 14
Mouth is in loudspeaker opening, after inner side square steel tube 11 is socketed with outside square steel tube 21, is fastened by wedge stud 3, wedge at loudspeaker opening
Shape pin 3 is specially irony wedge stud, and, the upper end of the loudspeaker opening of inner tube kink 14 is wedge shaped, and lower end is in level
State, after that is, inner tube kink 14 is socketed with outer tube kink 24, only forms wedge on the port top of inner tube kink 14
Shape space, so that the insertion fastening of irony wedge stud.
Specifically, the typified form support that the present embodiment is provided, lays outrigger 2 structure first outside exterior wall 5,
Check outboard template 22 errorless with exterior wall 5 line after, can outrigger 2 structure away from both sides' steel pipe of outboard template 22 fixation
Expansion foundation bolt 25 plus irony pad are squeezed in the centre position in portion 23, fixed part 23 are fixed on the bed course of base plate 4, then
The top variable cross-section inner tube kink 14 of medial cradle 1 structure is inserted in the top outer tube kink 24 of outrigger 2 structure
Outside, is hammered into irony wedge stud 3 at the wedge-shaped opening of inner tube kink 14 with iron hammer, and jam-packed, then use L-type steel muscle 13 from
The bottom insertion fastening bolt locking of inner side square steel tube 11, this reinforcing bar and inner side square steel tube 11 structure are locked, and by L-type steel muscle
13 colligations or be welded in base plate 4 upper strata mesh sheet, primarily serve the effect preventing Form floating and horizontal displacement.
This typified form support, is installed on the junction of base plate 4 and exterior wall 5, need not build brick loose tool by laying bricks or stones, without through-wall bolt
And flitch steel pipe, assemble quick, convenient, after concrete cushion construction finishes, you can carry out additional waterproof course and construction of waterproof layer,
Waterproof layer can sky spread to beyond exterior wall 5 face in advance, and stays enough vertical extra play and lap width, then can carry out fish tail and waterproof layer
Construction, fish tail and waterproof layer only need to be constructed to concordant with base plate 4 outside exterior wall 5 bar-mat reinforcement, that is, concordant with outside exterior wall 5 concrete,
The installation of outrigger 2 structure can be carried out, prior protective effect is played to base plate 4 outside waterproof, then carries out base plate 4 and exterior wall
5 reinforcing bar binding.
The use of this typified form support, so that base plate 4 and the construction working of the junction of exterior wall 5, is built without brick loose tool
Build and float work, save a large amount of durations, save manpower and material cost, simple to operate and efficient, template stability in the large is good
It is difficult to run mould and floating, turnover material tool can be repeated several times utilization, and this support is simple to operate, efficient, template system stability
High.
In this specification, each embodiment is described by the way of going forward one by one, and what each embodiment stressed is and other
The difference of embodiment, between each embodiment identical similar portion mutually referring to.
Above base plate provided by the present invention is described in detail with exterior wall junction construction typified form support.This
Apply specific case in literary composition the principle of the present invention and embodiment are set forth, the explanation of above example is only intended to
Help understands the method for the present invention and its core concept.It should be pointed out that for those skilled in the art,
Without departing from the principles of the invention, the present invention can also be carried out with some improvement and modify, these improve and modify also to fall
Enter in the protection domain of the claims in the present invention.
Claims (10)
1. a kind of base plate and exterior wall junction construction typified form support are it is characterised in that inclusion is inside and outside positioned at exterior wall (5) respectively
The medial cradle (1) of both sides and outrigger (2)；Described outrigger (2) includes to fit with the lateral surface of described exterior wall (5)
Outboard template (22), and be used for installing at least two outsides square steel tube (21) of described outboard template (22)；Described inner side
The inner side template (12) that support (1) inclusion can be fitted with the medial surface of described exterior wall (5), and be used for described inner side template is installed
(12) at least two inner sides square steel tube (11)；Described inner side square steel tube (11) is all provided with the upper end in described outside square steel tube (21)
There are horizontally extending kink, and the kink set in described inner side square steel tube (11) and described outside square steel tube (21)
Connect.
2. base plate according to claim 1 and exterior wall junction construction typified form support is it is characterised in that described outside
The bottom of square steel tube (21) is fixedly provided with the fixed part (23) extending to the direction away from described exterior wall (5), described fixed part
(23) dismountable with base plate (4) it is fixedly connected.
3. base plate according to claim 2 and exterior wall junction construction typified form support is it is characterised in that described fixation
It is connected by intumescent foundation bolt (25) between portion (23) and described base plate (4).
4. base plate according to claim 3 and exterior wall junction construction typified form support is it is characterised in that described outside
It is provided with oblique reinforcement steel pipe between longitudinal main part of square steel tube (21) and described fixed part (23).
5. base plate according to claim 1 and exterior wall junction construction typified form support is it is characterised in that described inner side
Support (1) also includes L-type steel muscle (13), and one end of described L-type steel muscle (13) is fixedly connected with the top bars of base plate (4), separately
One end is abutted with described inner side template (12).
6. base plate according to claim 5 and exterior wall junction construction typified form support is it is characterised in that described inner side
The fastening bolt that described L-type steel muscle (13) can be compressed, described fastening bolt and described L-type steel muscle are provided with square steel tube (11)
(13) connected by backing plate between.
7. base plate according to claim 1 and exterior wall junction construction typified form support is it is characterised in that described inner side
Square steel tube (11) and described outside square steel tube (21) are both sides' steel pipe.
8. the base plate according to claim 1 to 7 any one and exterior wall junction construction typified form support, its feature exists
In the bottom of described outrigger (2) is provided with and sets between bottom template, and the waterproof layer of described bottom template and base plate (4)
There is backing plate.
9. base plate according to claim 8 and exterior wall junction construction typified form support is it is characterised in that described backing plate
For gum elastic backing plate.
10. the base plate according to claim 1 to 7 any one and exterior wall junction construction typified form support, its feature
It is, the horizontal curved folding part port of described inner side square steel tube (11) is in loudspeaker opening, the kink of described inner side square steel tube (11)
After being socketed with the kink in described outside square steel tube (21), pass through wedge stud (3) at described loudspeaker opening and fasten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611086261.5A CN106436773B (en) | 2016-11-30 | 2016-11-30 | A kind of bottom plate and exterior wall junction are constructed typified form bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611086261.5A CN106436773B (en) | 2016-11-30 | 2016-11-30 | A kind of bottom plate and exterior wall junction are constructed typified form bracket |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106436773A true CN106436773A (en) | 2017-02-22 |
| CN106436773B CN106436773B (en) | 2019-05-21 |
Family
ID=58223436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611086261.5A Active CN106436773B (en) | 2016-11-30 | 2016-11-30 | A kind of bottom plate and exterior wall junction are constructed typified form bracket |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107313467A (en) * | 2017-08-24 | 2017-11-03 | 中国建筑第二工程局有限公司 | Coiled material fixing clamp and fixing structure at base plate brick moulding bed and construction method of coiled material fixing clamp and fixing structure |
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| CN202416354U (en) * | 2011-12-29 | 2012-09-05 | 中铁上海工程局有限公司 | Building with unilateral high-supported formwork structure of subway open-cut station |
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| CN107313467A (en) * | 2017-08-24 | 2017-11-03 | 中国建筑第二工程局有限公司 | Coiled material fixing clamp and fixing structure at base plate brick moulding bed and construction method of coiled material fixing clamp and fixing structure |
| CN107313467B (en) * | 2017-08-24 | 2023-03-10 | 中国建筑第二工程局有限公司 | Coiled material fixing clamp and fixing structure at base plate brick moulding bed and construction method of coiled material fixing clamp and fixing structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106436773B (en) | 2019-05-21 |
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Effective date of registration: 20191223 Address after: 266000 268 Hong Kong East Road, Qingdao hi tech Industrial Park, Qingdao, Shandong Province Co-patentee after: CSCEC Huihai Co., Ltd Patentee after: The Fourth Company of China Engineering No.8 Bureau Co., Ltd. Address before: 25 No. 17 floor International Building 266071 east of Shandong Province, Qingdao City Huiquan Road Co-patentee before: China Chenjian Engineering Group Co. Ltd. Patentee before: The Fourth Company of China Engineering No.8 Bureau Co., Ltd. |