CN104878952A - Side mode stop blocks and method for reinforcing beam side templates by adopting side mode stop blocks - Google Patents
Side mode stop blocks and method for reinforcing beam side templates by adopting side mode stop blocks Download PDFInfo
- Publication number
- CN104878952A CN104878952A CN201510316626.8A CN201510316626A CN104878952A CN 104878952 A CN104878952 A CN 104878952A CN 201510316626 A CN201510316626 A CN 201510316626A CN 104878952 A CN104878952 A CN 104878952A
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- China
- Prior art keywords
- connecting rod
- stop blocks
- mode stop
- baffle plate
- support bar
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Abstract
The invention discloses side mode stop blocks and a method for reinforcing beam side templates by adopting the side mode stop blocks. Each side mode stop block comprises a baffle, a supporting rod, a connecting rod and a fastener, wherein a right triangle is defined by the baffle, the supporting rod and the connecting rod; the baffle serves as a right-angle side of the right triangle; the supporting rod serves as the hypotenuse of the right triangle; both one end of the supporting rod and that of the connecting rod are fixedly connected to the fastener; both the other ends of the supporting rod and the connecting rod are fixedly connected to an outer side surface of the baffle. When the beam side templates are reinforced, a plurality of the side mode stop blocks are arranged outside the beam side templates, and distributed at intervals in the length directions of the beam side templates; moreover, the inner side surfaces of the baffles of the side mode stop blocks are propped against the beam side templates, and the fasteners of the beam side templates are fixed on a beam bottom horizontal pipe. The side mode stop blocks are conventionalized reinforcing parts which are fast and convenient to disassemble and assemble as well as can be repeatedly utilized; when the side mode stop blocks are utilized for reinforcing the beam side templates, the concrete forming quality can be guaranteed, the efficiency improvement is facilitated, and the material consumption is reduced.
Description
Technical field
The invention belongs to concrete-pouring template technical field, particularly a kind of girth member for side template.
Background technology
The concrete beam of current Shear-wall of High-rise House is small bore beam, depth of beam is not more than 500 ㎜ usually, the clear height of the side template of beam is generally less than 600 ㎜, at present the side template strengthening made a circle outside concrete cast-in-situ face is not had to girth member and the reinforcement means of unified sizing, be difficult to ensure to concrete Forming Quality.
The reasonable standing procedure of current result of use: be buckled on horizontal tube at the bottom of beam with right angle and break a station pipe, then make a diagonal brace with two rotary buckles between horizontal tube and station pipe outside beam.
The simple and easy way of current use: each nail nail on beam two side template, then use 14# iron wire anchorage.
There is following defect in above-mentioned ruggedized construction and reinforcement means:
Standing procedure: compare work consuming consumptive material, need make a call to three fasteners, two steel pipes.
Simple and easy way: concrete formation dimensional errors is large, after iron wire perturbs during form removal, easily causes external wall seepage.
Summary of the invention
In order to solve the problems of the technologies described above, the invention provides a kind of side form block and adopt the side template reinforcement means of this side form block, side form block of the present invention and adopt the side template reinforcement means of this side form block to be less than the reinforcing of the side template of 600 ㎜ mainly for clear height, the present invention adopts regularization and the side form block that can reuse coordinates horizontal tube at the bottom of beam well the lateral pressure of side template can be delivered to the frictional force of horizontal tube at the bottom of fastener and beam, formed and fast reinforce easily and remove, ensure concrete Forming Quality, be conducive to improving effect and saving material.
The present invention in order to the technical scheme solving its technical problem and adopt is:
A kind of side form block, by baffle plate, support bar, connecting rod and fastener are formed, described baffle plate is longitudinally arranged, the oblique setting of described support bar and described connecting rod are horizontally disposed with, described baffle plate, support bar and connecting rod form right angle triangle and leg are baffle plate and connecting rod and hypotenuse is support bar, described support bar is positioned at above described connecting rod, one end of described support bar and one end of described connecting rod are all fixedly connected on described fastener, the other end of described support bar and the other end of described connecting rod are all fixedly connected on the lateral surface of described baffle plate, the medial surface of described baffle plate contacts with side template, described fastener is fixed on horizontal tube at the bottom of beam.
Use the side template reinforcement means of above-mentioned side form block, at the multiple described side form block of the arranged outside of side template, those side form blocks along the length of side template to spaced apart, and make the medial surface of the baffle plate of side form block compress side template and fastener is fixed on horizontal tube at the bottom of beam.
The invention has the beneficial effects as follows: side form block of the present invention is by baffle plate, support bar, connecting rod and fastener are formed, baffle plate, support bar and connecting rod form right angle triangle and leg are baffle plate and connecting rod and hypotenuse is support bar, one end of support bar and one end of connecting rod are all fixedly connected on fastener, the other end of support bar and the other end of connecting rod are all fixedly connected on the lateral surface of baffle plate, during reinforcing, at the multiple side form block of the arranged outside of side template, those side form blocks are along the length of side template to spaced apart, and make the medial surface of the baffle plate of side form block compress side template and fastener is fixed on horizontal tube at the bottom of beam, the structure of side form block and shape can be good at the frictional force lateral pressure of side template being delivered to horizontal tube at the bottom of fastener and beam, side form block of the present invention is a kind of regularization, the quick convenient and girth member that can reuse of dismounting, use this side form block reinforcement side template can ensure concrete Forming Quality, be conducive to improving effect and saving material.
Accompanying drawing explanation
Fig. 1 is side form stop block structure schematic diagram of the present invention;
Fig. 2 is the schematic diagram adopting side form block reinforcement side template of the present invention.
Detailed description of the invention
Below by way of specific instantiation, the specific embodiment of the present invention is described, those skilled in the art can understand advantage of the present invention and effect easily by content disclosed in the present specification.The present invention also can be implemented in further, different ways, that is, not departing under disclosed category, can give different modifications and change.
Embodiment: a kind of side form block, as shown in Figure 1, by baffle plate 1, support bar 2, connecting rod 3 and fastener 4 are formed, described baffle plate is longitudinally arranged, the oblique setting of described support bar and described connecting rod are horizontally disposed with, described baffle plate, support bar and connecting rod form right angle triangle and leg are baffle plate and connecting rod and hypotenuse is support bar, described support bar is positioned at above described connecting rod, one end of described support bar and one end of described connecting rod are all fixedly connected on described fastener, the other end of described support bar and the other end of described connecting rod are all fixedly connected on the lateral surface of described baffle plate, as shown in Figure 2, the medial surface of described baffle plate contacts with side template A, described fastener is fixed on horizontal tube B at the bottom of beam.
Use the side template reinforcement means of side form block of the present invention: at the multiple described side form block of the arranged outside of side template A, as shown in Figure 2, those side form blocks along the length of side template to spaced apart, and make the medial surface of the baffle plate 1 of side form block compress side template and fastener 4 is fixed on horizontal tube at the bottom of beam.
In specific embodiment of the invention method, the baffle plate of side form block can be angle bar, is beneficial to the welding of connecting rod and support bar.
Above-mentioned manual and embodiment are only exemplary illustration principle of the present invention and effect thereof, are not limitations of the present invention.Any creation fallen within the scope of the claims in the present invention all belongs to the scope that the present invention protects.
Claims (2)
1. a side form block, it is characterized in that: by baffle plate (1), support bar (2), connecting rod (3) and fastener (4) are formed, described baffle plate is longitudinally arranged, the oblique setting of described support bar and described connecting rod are horizontally disposed with, described baffle plate, support bar and connecting rod form right angle triangle and leg are baffle plate and connecting rod and hypotenuse is support bar, described support bar is positioned at above described connecting rod, one end of described support bar and one end of described connecting rod are all fixedly connected on described fastener, the other end of described support bar and the other end of described connecting rod are all fixedly connected on the lateral surface of described baffle plate, the medial surface of described baffle plate contacts with side template (A), described fastener is fixed on horizontal tube at the bottom of beam (B).
2. one kind uses the side template reinforcement means of side form block as claimed in claim 1, it is characterized in that: at the multiple described side form block of the arranged outside of side template, those side form blocks along the length of side template to spaced apart, and make the medial surface of the baffle plate of side form block compress side template and fastener is fixed on horizontal tube at the bottom of beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510316626.8A CN104878952A (en) | 2015-06-11 | 2015-06-11 | Side mode stop blocks and method for reinforcing beam side templates by adopting side mode stop blocks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510316626.8A CN104878952A (en) | 2015-06-11 | 2015-06-11 | Side mode stop blocks and method for reinforcing beam side templates by adopting side mode stop blocks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104878952A true CN104878952A (en) | 2015-09-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510316626.8A Pending CN104878952A (en) | 2015-06-11 | 2015-06-11 | Side mode stop blocks and method for reinforcing beam side templates by adopting side mode stop blocks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104878952A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158473A (en) * | 2019-05-07 | 2019-08-23 | 中交一公局桥隧工程有限公司 | Processing unit (plant) and processing method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001040881A (en) * | 1999-08-02 | 2001-02-13 | Maeda Corp | Reinforcing structure for column-beam joint |
| CN2635811Y (en) * | 2003-07-11 | 2004-08-25 | 北京中铁建设有限公司 | Spiral type adjustable steel constructed beam clamp tool |
| CN201050193Y (en) * | 2007-06-01 | 2008-04-23 | 林光明 | Beam formwork clamp |
| CN202430994U (en) * | 2011-12-23 | 2012-09-12 | 中国华冶科工集团有限公司 | Template limiting clamp |
| CN204715752U (en) * | 2015-06-11 | 2015-10-21 | 昆山征途建筑模架应用技术有限公司 | Side form block |
-
2015
- 2015-06-11 CN CN201510316626.8A patent/CN104878952A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001040881A (en) * | 1999-08-02 | 2001-02-13 | Maeda Corp | Reinforcing structure for column-beam joint |
| CN2635811Y (en) * | 2003-07-11 | 2004-08-25 | 北京中铁建设有限公司 | Spiral type adjustable steel constructed beam clamp tool |
| CN201050193Y (en) * | 2007-06-01 | 2008-04-23 | 林光明 | Beam formwork clamp |
| CN202430994U (en) * | 2011-12-23 | 2012-09-12 | 中国华冶科工集团有限公司 | Template limiting clamp |
| CN204715752U (en) * | 2015-06-11 | 2015-10-21 | 昆山征途建筑模架应用技术有限公司 | Side form block |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158473A (en) * | 2019-05-07 | 2019-08-23 | 中交一公局桥隧工程有限公司 | Processing unit (plant) and processing method |
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| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150902 |
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| RJ01 | Rejection of invention patent application after publication |