Construction method of micro distance air crossbeam bottom board
Technical field
The present invention relates to a kind of Construction Method of Metro Station, relate in particular to a kind of need and build the multilayer office occupancy in the top AT STATION, do not influence the subway station again, and carry out the method for conversion beam construction.
Background technology
Conventional Construction Method of Metro Station is at the direct earthing in basement top, becomes green land or road, to avoid the differential settlement of subway station.For making full use of the soil, according to the design planning requirement, the multilayer office occupancy is built in the top AT STATION in the metropolis.In order not influence the subway station, must carry out the vertical load conversion, promptly carry out the conversion beam construction.In this project, promptly smash the construction of super large conversion beam at subway station top board top-pour, maximum beam section is of a size of 2000 * 2400mm.Need to have certain distance (19cm) after this beam construction is finished, make the subway station basement roof not bear upper load, guarantee structural safety with basement roof.This kind construction, a maximum difficult problem is newly to water the construction problem of beam bottom board.Under this situation,, promptly on basement roof, set up flitch and lay template if adopt conventional beam bottom board construction, concrete beam water smash finish after, bed die then can't be removed, thus the function of forfeiture conversion beam shunting bearing capacity.
Summary of the invention
The present invention will provide a kind of construction method of micro distance air crossbeam bottom board, is used to solve the constructing technology problem that newly waters beam bottom board that the subway station basement roof does not bear upper load.
For achieving the above object, technical scheme of the present invention is as follows:
A kind of construction method of micro distance air crossbeam bottom board, concrete steps are as follows:
1. unwrapping wire on the basement roof of subway station marks the plan-position that underpins beam;
2. according to the unwrapping wire result,, be 19cm highly, and make beam side line and lay bricks central lines in two brick on edge of beam;
3. with back-up sand in two brick-on-edge walls, compacting makes the sand absolute altitude flush with brick wall;
4. on back-up sand and two brick-on-edge walls, lay the waterproof coiled material, be used for preventing that concrete slurry from flowing into back-up sand, cause that back-up sand is fixed;
5. unwrapping wire again on waterproof roll is laid the five-layer plywood beam bottom board;
6. set up beam side according to the beam absolute altitude;
7. assembling reinforcement is laid presstressed reinforcing steel, disturbing concrete;
8. after the maintenance expiration, beam is applied prestressing force, remove beam side;
9. knock out two brick on edge at the bottom of the beam, utilize High-Pressure Water that back-up sand is broken up, remove bed die.
In above-mentioned 6 steps: set up the side form of beam with five-layer plywood side template 7 and little wood stupefied 6, it is 48 steel pipe 8 that diameter is erect in the side form both sides, uses drawing reinforcing bar 9 to pass behind the side form fixing between the both sides steel pipe 8.
The invention has the beneficial effects as follows:
The then loose characteristic of water slug can be carried, be met to the present invention after making full use of the sand compacting, and alternative flitch is finished big beam bottom board construction, successfully solved the difficult problem that the big beam bottom board of distance element is removed, and construction effect is remarkable.This invention is once successful technological innovation, has augmented existing crossbeam mold method perfect, can effectively solve the construction difficult problem that multistory building is built on top, subway station, obvious social benefit.
Description of drawings
Fig. 1 is the generalized section of micro distance air crossbeam bottom board of the present invention.
The specific embodiment
The present invention is further illustrated below in conjunction with accompanying drawing and embodiment.
As shown in Figure 1, the execute-in-place process of construction method of micro distance air crossbeam bottom board of the present invention:
(1) unwrapping wire on subway station basement roof 1 marks the plan-position that underpins beam;
(2) according to the unwrapping wire result, in two brick on edge 3 of beam 10, highly be 19cm (removing wooden bed die thickness to the discrepancy in elevation of top board at the bottom of being beam), guarantee beam 10 side lines and lay bricks 3 central lines;
(3) with back-up sand 2 in two brick-on-edge walls, compacting makes sand 2 absolute altitudes flush with brick wall;
(4) on back-up sand 2 and two brick-on-edge walls, lay waterproof coiled material 4, prevent that concrete slurry from flowing in the back-up sand, causes that back-up sand is fixed;
(5) unwrapping wire again on waterproof roll 4 is laid five-layer plywood beam bottom board 5;
(6) set up the side form of beam according to the beam absolute altitude with five-layer plywood side template 7 and little wood stupefied 6, it is 48 steel pipe 8 that diameter is erect in the side form both sides, uses between the both sides steel pipe 8 drawing reinforcing bar 9 to pass fixing (identical with the normal concrete beams construction) behind the side form;
(7) assembling reinforcement is laid presstressed reinforcing steel, disturbing concrete;
(8) after the maintenance expiration, beam 10 is applied prestressing force, remove beam side;
(9) carefully knock out beam 10 ends two brick on edge 3, utilize High-Pressure Water that back-up sand 2 is broken up, finish the dismounting work of bed die.