CN206438529U - Beam and slab type raft foundation formwork support structure - Google Patents
Beam and slab type raft foundation formwork support structure Download PDFInfo
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- CN206438529U CN206438529U CN201720087710.1U CN201720087710U CN206438529U CN 206438529 U CN206438529 U CN 206438529U CN 201720087710 U CN201720087710 U CN 201720087710U CN 206438529 U CN206438529 U CN 206438529U
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Abstract
The utility model discloses a kind of beam and slab type raft foundation formwork support structure, including the side template installed on the framework of steel reinforcement and framework of steel reinforcement of beam steel and stirrup colligation and the split bolt of fixed side template, raft foundation formwork bracing system is constituted with inserting the reinforcing bar of bed course in interval vertical, beam steel sets the reinforcing bar diagonal brace of lateral tilt.The utility model is cancelled due to the horizontal cross support system between beam in length and breadth, and shuttering supporting workload is substantially reduced, so as to greatly save engineering cost；Beam and slab type raft foundation template uses lateral support structure, and for the working face that work provides abundance that pours of concrete, guarantee is provided for the pouring quality of concrete, engineering material is not only saved, and the input of labour is decreased, engineering construction speed is accelerated, input cost is reduced.
Description
Technical field
The utility model is related to the supporting construction technical field between template, specially a kind of beam and slab type raft foundation template
Supporting construction.
Background technology
Beam and slab type raft foundation is a kind of base form of building, and traditional beam and slab type raft foundation construction method is to tie up
Framework of steel reinforcement is tied, as shown in Figure 1, determine supporting module 11 after absolute altitude and horizontal line, the fixation of template 11 after finishing adjacent
It is supported admittedly between twice foundation beam 12, it is necessary to be horizontally placed on scaffold or the level of flitch 13 between the Side shuttering 11 of beam
Fixed, template more than 11 is using steel form, plank sheathing or wood-and-steel mixed template；This form of construction work takes work among practical work
Make face larger, it has not been convenient to which follow-up concrete pouring construction, concrete construction quality is not easily controlled so that the duration is longer, work
Work amount is larger, construction cost increase.
In view of this, it is special to propose the utility model.
Utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies in the prior art that there is provided a kind of beam and slab type raft type base
Plinth formwork support structure so that need not be supported between adjacent foundation beam with lateral supports, to reduce concrete construction
Difficulty, reduction engineering cost, raising operating efficiency.
In order to solve the above technical problems, the utility model is using the basic conception of technical scheme：
A kind of beam and slab type raft foundation formwork support structure, including by beam steel and the framework of steel reinforcement of stirrup colligation with
And the split bolt of the side template installed on framework of steel reinforcement and fixed side template, the reinforcing bar with inserting bed course in interval vertical
Raft foundation formwork bracing system is constituted, beam steel sets the reinforcing bar diagonal brace of lateral tilt.
It is preferred that, in above-mentioned beam and slab type raft foundation formwork support structure, framework of steel reinforcement is provided with oblique for fixing reinforcing bar
The stirrup of support, reinforcing bar diagonal brace upper end is connected with the stirrup, and reinforcing bar diagonal brace bottom is located at pad through what the raft foundation was constructed
Bottom plate above layer is fixedly connected to bed course and with the baseplate reinforcing bar of bottom plate, and/or reinforcing bar diagonal brace bottom is with being inserted vertically into bed course
Reinforcing bar be fixedly connected.
It is preferred that, in above-mentioned beam and slab type raft foundation formwork support structure, the stirrup for fixing reinforcing bar diagonal brace is
Interval 900mm's sets up stirrup, and the laterally disposed reinforcing bar diagonal brace is used as with a diameter 14mm of setting reinforcement welding.
It is preferred that, in above-mentioned beam and slab type raft foundation formwork support structure, the reinforcing bar diagonal brace is located to be installed with beam steel
The relative side in side template side.
It is preferred that, in above-mentioned beam and slab type raft foundation formwork support structure, in the framework of steel reinforcement of construction foundation beam, relatively
Two reinforcing bar diagonal braces in " X " type it is arranged in a crossed manner.
After adopting the above technical scheme, the utility model has the advantages that compared with prior art：
1st, the utility model is cancelled due to the horizontal cross support system between beam in length and breadth, and shuttering supporting workload drops significantly
It is low, so as to greatly save engineering cost；
2nd, beam and slab type raft foundation template of the present utility model uses lateral support structure, is that the work that pours of concrete is carried
The working face of abundance has been supplied, guarantee has been provided for the pouring quality of concrete, has not only saved engineering material, and decrease
The input of labour, accelerates engineering construction speed, reduces input cost；
The utility model causes work progress to avoid the rambling phenomenon of working face that traditional support method is caused, existing
Field safety construction level obtains very big change, with higher promotional value.
Brief description of the drawings
Fig. 1 is beam and slab type raft foundation structure chart of the prior art；
Fig. 2 is a kind of schematic diagram of beam and slab type raft foundation formwork support structure of the utility model；
In figure：
1- bottom plates；2- stirrups；3- frameworks of steel reinforcement；4- reinforcing bar diagonal braces；5- bed courses；6- baseplate reinforcing bars；7- templates；8- is to drawing spiral shell
Bolt；9- inserts the reinforcing bar of bed course；10- beam steels.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is described in further detail, to help understanding that this practicality is new
The content of type.
As shown in Fig. 2 installed in a kind of beam and slab type raft foundation supporting construction, including framework of steel reinforcement 3, framework of steel reinforcement 3
The split bolt 8 of side template 7 and fixed side template 7, these components are constituted with inserting the reinforcing bar 9 of bed course 5 in interval vertical
Raft foundation formwork bracing system, framework of steel reinforcement 3 is formed to construct foundation beam by beam steel 10 and stirrup colligation；Framework of steel reinforcement 3
On set up the stirrup 2 of fixed reinforcing bar diagonal brace 4, the upper end of reinforcing bar diagonal brace 4 is fixedly connected with the stirrup 2, reinforcing bar diagonal brace bottom with it is described
The reinforcing bar 9 of insertion bed course is fixedly connected with the reinforcing bar diagonal brace 4 as the lateral tilt of beam steel 10；Raft foundation, which is constructed out, to be located at
Baseplate reinforcing bar 6 is provided with the bottom plate 1 of the top of bed course 5, bottom plate 1, the bottom of reinforcing bar diagonal brace 4 can also pass through bottom plate 1 to bed course 5 and bottom
Slab muscle 6 and/or the electric welding fixation of reinforcing bar 9 for inserting bed course, reinforcing bar 9 is the bar dowel for being inserted vertically into bed course；It is preferred that, for solid
Determine spacing 900mm between the stirrup 2 of stirrup diagonal brace 4, the reinforcing bar of a diameter 14mm is set as the lateral branch of the framework of steel reinforcement 3
In support, the framework of steel reinforcement 3 for constructing foundation beam, relatively-stationary reinforcing bar diagonal brace 4 can be arranged in a crossed manner.
When it is implemented, being determined according to obtained control point coordinates, absolute altitude and general arrangement plan, construction drawing etc.
Position, and according to drawing and code requirement, beam steel 10 and the colligation of stirrup 2 are constituted into framework of steel reinforcement 3, while increase is reserved in other words
Go out the stirrup 2 to fixed reinforcing bar diagonal brace 4.The colligation of framework of steel reinforcement 3 of construction foundation beam is finished, and is increased according to the interval of stirrup 2 900mm
Plus one diameter 14mm reinforcing bar as the lateral reinforcement diagonal brace 4 of the framework of steel reinforcement 3, the upper end of reinforcing bar diagonal brace 4 is fixedly connected on stirrup 2
On, the bottom of reinforcing bar diagonal brace 4 is through bottom plate 1 to bed course 5 and is welded and fixes with baseplate reinforcing bar 6, and/or sets on bed course 5 short steel
Muscle, the reinforcing bar 9 of the insertion bed course is welded and fixed as the strong point of the bottom of reinforcing bar diagonal brace 4.
Reinforcing bar diagonal brace 4 is set up, after instrument levelling, hangs Side shuttering horizontal line to determine the absolute altitude and level at template bottom
Direction position；Determine it is errorless after, welding template level branch drag, the template 7 prepared is installed to construct foundation beam, mould in place
Plate 7 is reinforced by split bolt 8, is fixed the template 7 installed and the colligation of framework of steel reinforcement 3 with galvanized wire.Wherein, it is described
Reinforcing bar diagonal brace 4 is located at the side relative with this side of the supporting module 7 of beam steel 10；After the colligation of framework of steel reinforcement 3, construction foundation beam
Two outside supporting modules 7 of framework of steel reinforcement 3, reinforcing bar diagonal brace 4 is located in the framework of steel reinforcement 3, the two relative steel in framework of steel reinforcement 3
Muscle diagonal brace 4 can be arranged in a crossed manner in " X " type, realize beam steel level to vertically to reinforcing, without level between foundation beam
Horizontal support, reduces working face and takes, facilitate concrete pouring construction.
The utility model is cancelled due to the horizontal cross support system between beam in length and breadth, and shuttering supporting workload drops significantly
It is low, so as to greatly save engineering cost；Beam and slab type raft foundation template of the present utility model uses lateral support knot
Structure, for the working face that work provides abundance that pours of concrete, provides guarantee for the pouring quality of concrete, not only saves
Engineering material, and decrease the input of labour, engineering construction speed is accelerated, input cost is reduced；This practicality is new
Type causes work progress to avoid the rambling phenomenon of working face that traditional support method is caused, site safety civilized construction water
It is flat to obtain very big change, with higher promotional value.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (5)
1. a kind of beam and slab type raft foundation formwork support structure, including framework of steel reinforcement by beam steel and stirrup colligation and
The side template and the split bolt of fixed side template installed on framework of steel reinforcement, the reinforcing bar structure with inserting bed course in interval vertical
Into raft foundation formwork bracing system, it is characterised in that：Beam steel sets the reinforcing bar diagonal brace of lateral tilt.
2. beam and slab type raft foundation formwork support structure according to claim 1, it is characterised in that：Framework of steel reinforcement is provided with
Stirrup for fixing reinforcing bar diagonal brace, reinforcing bar diagonal brace upper end is connected with the stirrup, and reinforcing bar diagonal brace bottom passes through the raft foundation
The bottom plate being located above bed course being constructed is fixedly connected to bed course and with the baseplate reinforcing bar of bottom plate, and/or reinforcing bar diagonal brace bottom
It is fixedly connected with the reinforcing bar for being inserted vertically into bed course.
3. beam and slab type raft foundation formwork support structure according to claim 2, it is characterised in that：It is described to be used to fix steel
The stirrup of muscle diagonal brace sets up stirrup for interval 900mm's, and the reinforcement welding with a diameter 14mm of setting is as laterally disposed
The reinforcing bar diagonal brace.
4. the beam and slab type raft foundation formwork support structure according to claim any one of 1-3, it is characterised in that：The steel
Muscle diagonal brace is located at and the beam steel side that to install side template side relative.
5. beam and slab type raft foundation formwork support structure according to claim 4, it is characterised in that：In construction foundation beam
In framework of steel reinforcement, two relative reinforcing bar diagonal braces are arranged in a crossed manner in " X " type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720087710.1U CN206438529U (en) | 2017-01-23 | 2017-01-23 | Beam and slab type raft foundation formwork support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720087710.1U CN206438529U (en) | 2017-01-23 | 2017-01-23 | Beam and slab type raft foundation formwork support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206438529U true CN206438529U (en) | 2017-08-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720087710.1U Active CN206438529U (en) | 2017-01-23 | 2017-01-23 | Beam and slab type raft foundation formwork support structure |
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| Country | Link |
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| CN (1) | CN206438529U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958187A (en) * | 2019-04-04 | 2019-07-02 | 中国十七冶集团有限公司 | One kind turning over beam foundation bottom plate Roofing slab construction method |
| CN110820785A (en) * | 2019-11-14 | 2020-02-21 | 中国建筑第八工程局有限公司 | Shear assembly and construction method thereof |
| CN111622424A (en) * | 2020-04-22 | 2020-09-04 | 上海二十冶建设有限公司 | Construction method for inserting ribs into frame structure column |
| CN114396074A (en) * | 2021-12-22 | 2022-04-26 | 华北冶建工程建设有限公司 | Cast-in-situ formwork for pipe gallery buttress |
-
2017
- 2017-01-23 CN CN201720087710.1U patent/CN206438529U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958187A (en) * | 2019-04-04 | 2019-07-02 | 中国十七冶集团有限公司 | One kind turning over beam foundation bottom plate Roofing slab construction method |
| CN110820785A (en) * | 2019-11-14 | 2020-02-21 | 中国建筑第八工程局有限公司 | Shear assembly and construction method thereof |
| CN111622424A (en) * | 2020-04-22 | 2020-09-04 | 上海二十冶建设有限公司 | Construction method for inserting ribs into frame structure column |
| CN114396074A (en) * | 2021-12-22 | 2022-04-26 | 华北冶建工程建设有限公司 | Cast-in-situ formwork for pipe gallery buttress |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100024 Xili, Chaoyang District, Beijing Patentee after: China Energy Construction Group Beijing Electric Power Construction Co., Ltd. Address before: 100024 Xili, Chaoyang District, Beijing Patentee before: CEEC BEIJING ELECTRIC POWER CONSTRUCTION COMPANY |
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| CP01 | Change in the name or title of a patent holder |